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HomeMy WebLinkAboutPermit B94-0311 - COMP USA - EXCAVATION AND LOADING DOCKThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. B94 -0311 Comp USA 17400 Southcenter Parkway RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 29 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. City of Tukwila: (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0311 Type: B -BUILD Category: ACOM Address: 17401 SOUTHCENTER PY Location: Parcel #: 262304 -9120 Zoning: Type Const: N/A Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: SDLCO * *231BQ Status: ISSUED Issued: 12/07/1994 Expires: 06/05/1995 Suite: Type of Occupancy: STORE Slopes: N Sewer: TUKWILA TENANT COMP USA 17400 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER PACIFIC NORTHWEST GROUP A 5601 6TH AVE S, SEATTLE WA 98108 CONTACT MARLON LOUIE 3131 ELLIOTT AV. #270, SEATTLE, WA 98121 ARCHITECT CURTIS BEATTIE & ASSOCIATES 3131 ELLIOTT AV, #270, SEATTLE, WA 98121 CONTRACTOR SDL CORPORATION 3150 RICHARDS RD SE, BELLEVUE, WA 98009 Phone: 206 282 -8512 Phone: 206 282 -8512 Phone: 206 649 -9008 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: EXCAVATION AND CONSTRUCTION OF A NEW LOADING DOCK. Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1991 SETBACKS Front: .0 Back: Left: .0 Right: .0 .0 Valuation: 25,000.00 Total Permit Fee: 420.30 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** y, -- _atto a-01" Permit Center Authorized Signature Date I hereby certify that 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 of work. I am authorized to sign for and obtain this building permi Signature: -0.: / /IGP,I '/- Date: %� �11 Print Name: /4/L / i '1 E L .b. Tit 1 e : __, 2O,lEC7 F/�'��`E2._., 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIL ,. Department of Co/ munity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 694 -031 PR JECT NAME joMP usp SITE ADDRESS 50M-1 SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT BUILDING - initial review TE:< APPROVED' slap/44 R. (ROUTED) UIREMENT CONSULTANT: Date Sent - (.,FIRE XPLANNING FIRE PROTECTION: -k Sprinklers INIT:017f1-sue FIRE DEPT. LETTER DATED: t'�'q" �} PUBLIC _ WORKS O OTHER INIT: INIT: ZONING: .......................... Date Approved - Detectors INSPECTOR N/A BAR/LAND USE CONDITIONS? MITT No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? Yes (I No PUBLIC WORKS LETTER DATED: II - 2I- y poc . 'Ai, P2 . ' , 10 G q u .)J 5 BUILDING - final review N BUILDING OFFICIAL INIT: 11/7 q t4 TYPE OF CONSTRUCTION: NA- INIT: CERT. OF OCCUPANCY? °Yes No UBC EDITION (year): I 161 REVIEW COMPLETED AMOUNT OWING: it a6(0. CO CONTACTED�Y 10 DATE NOTIFIED '� Q��g BnitY: (i.) ,..a1=3 BY: (init.) 2nd NOTIFICATION 3RD NOTIFICATION - BY: (init.) 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 �' DESCRIPTION BUILDIM3 PERMIT APPLICATION PLAN CHECK 71 NUMBER 6c1 - --D 4PPLic,4 noN MUST BE 'FILLED OUT COMPLETELY. AMOUNT RCPT # BUILDING PERMITFEE PLAN CHECK FEE: BUILDING SURCHARGE OTHER: TOTAL::c�D., SITE ADDRESS SUITE # 17400 6'irl-10641e FIO rA-r VALUE OF CONSTRUCTION - $ 426, 000 ASSESSOR ACCOUNT # 2/45194. .9 79 ; oG PROJECT NAME/TENANT G'ortp 06q- TYPE OF 0 New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 2 Other. 5'176 Woea� DESCRIBE WORK TO BE DONE: EXCA ✓i oM l 4�1p Cot19%RUG77QJ 0 4 g6J LQ10 /A1G 7' f2 A U6►U praa,3r SeGg'020.4.0 f arl5�j-� ' 11a /tot. ) . yegblrga idtil 4Hgefe 'v'. $y¢ - ozq' , BUILDING USE (office, warehouse, etc.) afaL NATURE OF BUSINESS: datoporge f pee, E G4 0;4'5 AAIO 06.6e- 7-04/• Ala WILL THERE BE A CHANGE IN USE? jg No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: A14 Tenant Space: N/ Area of Construction: / 750 gr. WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No fli Yes IF YES, EXPLAIN: AI Ar FIRE PROTECTION FEATURES: 0 Sprinklers 0 Automatic Fire Alarm System RYA PROPERTY OWNER r `,yl��� agent) (PHONE 7f4.4757 4-477ze' , tn�4 ZIP76106 / ADDRESS o/ j/ (vim ,4t4 . 5'0 l'AirfitodSE35fv7B' CONTRACTOR �E pi,Q,yIE4F, -� PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT G'ur,;S 64-Awze' r L�SS,G. 4_ PHONE Zg2 • gc /Z ADDRESS 3/3/ guio1",ite. , t//rr270 4-477 / i jit ZIP la/2/ 1 HEREBY CERTIFY THAT.( '.BE :TRUE :AND: CORREC BUILDING OWNER OR AUTHORIZED ebePRINT NAM. T/s r oe. AGENT ADDRESS 31 ,51 eyz/077- 4/1,. 5dq CONTACT PERSON 46/4,J Zod65-- PHONE Zg2.85/ 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 Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT lithe applicant is other than the owner, registered architect/engineer, orcontractor 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 limitations. 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 DepartnjEpjE6ommunity Development Building Division at 431 -3670. -61-T10 Cif DATE APPLICATION ACCEPTED TttKWf .A a -zt 'IPAUG 2 4 1994 PERMIT CENTER ND : EXAMINED THiS:sAPP.I ICATI.ON A.ND KNOW THE SAME:; PPLY:FOR >:THIS PERMIT DATE 8/14- PHONE 2g2•g5 /2. CITY/ZIP4 DATE APPLICATION EXPIRES COMMERCIAL SUEsIVIITTAL CHECKLIST • • • . NEW COMMERCIAL BUILDINGS/ADDITIONS ri Completed building permit application (one for each structure).,:: Assessor Account Numbor ..::•i•Two:seti(2) of the followirig • COMMERCIAL TENANT IMPROVEMENTS tenant) i:: Assessor Account Number Two (2) sets of constwction pians which incfudo i Site plan .. . tenant spaoo • (it [i Overall builthng plan Usa of adjacent (common wall) .. . .... , tanant FloOrl:Plein:Of 'prep:Osed. Tenant spaco plan with usa of each room labeflod Exit doors egross patterns ..Oonstnictiert: Cross : d eh:d:6 attachment for floorand.ceiiing; Structurai u i Washington State trUotuiel:Wo -is10. 09. 2se NOTE utility 1 1 Structural calculations stamped by a Was rePOrt:stamped by a Washington Statioicensi3d. englnoor 1 Topographical :sury y ••Energy„calculations.:stamped by a Washington Stato liconsod • engineer or•architect :‘. .. .Legal doscdpon ••• : •.- • , . . . „ . . . • ... ••• •••, •• •• • [1 Working drawings stamped by a Washington State liconsed architect, which • include:. •• • ••• Site plan Architectural drawings Structural • drawings:. • :•••• '• drawings Elevations . . . : • • ••• Cgs • CM1 drawings.. •• • Landscape plan::: : • • •• :.• . „:„. •• - • Complotocl utility Permit application::(orie.:fer. Six (6) sets ol civil drawings . .1: . . . NOTE See utility permit application and chocklist for speclflc utility . submittal requirements. : • ....... . . „ RACK STORAGE • •••:::::: • [_j Completed building permit:application::: :,.• •• ••• • . • • • • • • :•••••: • : . . • .: .• . . . : • . Two (2) sets of plcine, which include:.:::.,:.::••••••• Building floorplan showing: • •::, • . . : • Entire space where racks will be iocated. • • • Dimensions of all aisles .: • :1**,1 LiTenant spaCe floor plan showing rack storage iayout,: aisies • exits, : ':•. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. . : 1..1 Structural calculations stamped by a Washington State licensed ....• engineer (rack storage 8' and over), ...• RESIDENTIAL • . :••.Cempleted•.bUilcfi,n.g'peri-nit:apriliCation:::(One:for:eaCri::etreattire • Aeseesor•:•AcOeunr:NuMber . . . 1:Narrative describing existing rboi,rriaterial being.errid;. and ; • material being in ; : '.••• . . . . • NOTE A certification letter Is required prior to final inspection and sign-. NEW SINGLE-FAMILY DWELLINGS/ADDITIONS • : •• .• „ . it I Completed building permit application (one for each structure) • .„ . Legal description • ::::::, „ 1 1 Assessor Account —1 Two sots (2) of working drawings which incluiie: • :'• • ,• • .•.:Site : plan showclosesthydranrlocation hYdrant • : • Foundation plan Include access to bcillcilnO; showing • . Floor plan width an.d length. at • Roof Plan • • -,: • Building .elevations (ell ••■••Building cross socon ••::::' Structural framing plans '.••••• . . . . •. , .„. ............... ,........... Washington State 'Energy .Code 0■•■■■•■,. n.Completed utility permit application : . Six (6) sets of site plans showing utihties : ::::•.:• : NOTE Buliding site plan and utilityleite plan may be:cOrribi.ned.:'See r utility permlt.appliCation. and checklist.fOr..speCIfic submittafreqUiremants.:: Additional toPogiaphipal.andSOilijnforrnatfOn.May:tie.:.reociirOi:i if •: site conditions.: •': • . . RESIDENTIAL REMODELS .• • .. . „ :Completed building permit application (one for each structure) +C'Y4lf WYH✓.kiKWYKiM1p�+�+kl'.mw.... ^.. rT T.•' ^^�^�"� wwr. ryvru. wrrwawra .Mn• +wuw�'i�+w.�+.� +n�nrsw�n.FY .k*.4 *A *•k * * *•* **A4 *•k• his *•k:E•k * * *A•k *;4' l* k***• A*• h. k* k •*•kkA•h:k*h*A•k'44*4•h4'lr•A*' CITY OF TUKWILA, WA • - ( 1 • '1•RAN•SMlT A***4*A.k.kk **k**Ak*kh *k k 4.1. \*h**4A***A*Ahk*k***AkA*AkAkA TRANSMIT Number: 940O1.576 Amount: 2,000.00 12/07/44 "06. Permit No: PW94 -0160 Type: PW- HAUL HAULING 12/0(f.4 Site Address: 17400 Li0U1HCENIER PY Location: PARKING LOT 0 EAST SIDE or COMP-USA STORE Payment Method: CHECK Notation: SOL CORPORATION Irt i t: SIB * ** *A* k*A* *A• ** *•k*• *•h*•A * *k***'k *A** 4 * * * * *A **114A* * *'4 *A*.kkA*4l *AA•* *A* Account Code 000 /386 . 90S Description BONDS /DEPOSITS Total (This Payment) : Total Deer: 2,025.00 Total All Payments: 2,000.00 Balance: 25.0O tr Paid 2,000.00 2,000.00 GENERA 2000.00 TOTAL 2000.00 CHECK 2000.00. CHANGE 0.00 7909A000 15 :34 rnt t No: Status: Parce 1 No: Lite Address: Location: Start Time: End Time: OWNER CONTACT TENANT CONTRACTOR • c PW94-0160 ISSUED 262304-9079 17400 SOUTHCENTER PY PARKING LOT @ EAST SIDE OF COMP-USA STORE Bond Number: 5843 ING Issue' Date: 12/07/1994 Approva I Letter: 12/07/1994 Expires: 02/05/1995 TRAMMELL-CROW Phone: 5601 SIXTH AVE S, SE,1317 • .‘191.40 MARLON G. LOUIE 3131 ELLIOTT , 'Sr E l E WA 93121 COMP USA 44"0",0"- e 0, *41, • (206)762-4750 (206)262-8512 17400 SOUJII;AITUtrTNtWILAI*44/A ,9,1,J1Uye V szt,i,.;., SOL CORK Or I ON. n e t-; -9c 0.6 3150 R fClfARDS Ezt) SE BELLEVUE; '1,W '58 '( *4*********04AN44.44(140%44* i'lr4****-4444-44CV40,64444cA44A-44AAA / lc, / , 0 P 1,.5"tvi 4;2' e I n t / o4r. r F 4,J1,r on re • • 1 . 0 ,or rii #0.TAL FEEc: .007 c- kt\,.s.s• `141‘ * A A ATE.,:kh k ft 4 4 t4 14 If A A 41,--KJ, 44 4.11,3-4rkfrA,..4 4,),, 4444 *Ak 4 * 444 kok 4'kric,04*A .4 * ',\4 4 4. 4 * 4 4 4 * Li (7. t Clied The under Or ne heir e b'oti appIi to perform u iiripro p e map in a r d W3 th t 11.47i?'e.l'ht 0 1..; 1 - Flagg sign in • 1 . 1)41.\.i 4 .0+.F1n v 1 s.; vtj i ifrk 4- Cont. v" a contrcir Sweep o e 4 s n ance w U;f \ , f 6 rn,,..:44 1 v.ov ed f h314 ) jtraf f c c9n tro 1, c, night a)e. (164,1'14 a Ling t•e ( p'o iflVs h 141,9 rc:a4 1 o ) . I, rotraff tc -atis ctiotl of •P u 410 (Ws e oil N o t. f yls‘.j) t v t 0 r '15,e./...-SV441 '2 : 0 LIN\ v prece n e n 0.) tom r k . 1Lrl k m. on Clean a idli,ree e' debris from c i ty ci. \ . ..., tr 11,,b 5- Permit vaz11':11., b e't4we en the wee day h 0 n) 9 a n 30 n d04'ar rord Uti s ihs ing routes, ,k 0, . . kt.„ 7- Provide tkit•v,u ate temp oj.,. ary access _tnoc inte wi.th ot r v h i I e .sq ...01 1. \ movement cau$e \\,7•Lic.-1no to travel 2.4 e r 8- All ve c 1 NI.mus t co"mp,1 ete stop prior to sn r u b wa.!•1 • 6- 6‘ 14J ,4 k*40,0,4**.******4,4(k*Akjekk;Ak**Rockkkk***,,N**A*kk***4,4*A********ovvi"..),1****4.******k 1 THE APPLICANT WORK AT LEAST MUST 'NOVIEY THE INSPECTbROF bMMENCEMENT .AND,YCOMPLE rIoN OF ;r*,g. 24 HOURS:T*1 'W VA N C E 4319 ignature: .1'....4" KS.,.. '; '''1J t a, '4.4 4•°' V.. ..." ,',' .'Z'...■... ...4:' .-.' •e-< -- — — --1-- •-•...... - .,..-- , 44 .44*k***44k44**444****4**44*kk***444***********kk***,4*A***********4 APPROVED FOR ISSUANCE BY: Issued By: JJS 44444*44 k.4 4- 4 Author Led zed Permit t Center Signature Date ****44******44*********4 **4*****4*4***4444****************4**kkk**4444***444.4 I hereby certify that the permit holder whose name and address appears on this record h% satisfactorily met the standards and conditions for the- project approved herein. Final Inspection Approved By: Inspector Signature Date Address: 17400 SOUTHCENTEP PY Suite: Tenant: COMP USA Type: PW-HAUL Parcel #: 262304-9079 CITY OF TUWWILA Permit No: P4194-0160 Status: ISSUED Applied: 11/04/1994 Issued: 12/07/1.)94 k1144A*.kkAkk4e4****4 t*4**0****4c****4k**4104*4*k4*******11k.4*******#.44444*ka44 PermitConditions: 1. Any -material spit immediately. led o,t:..ct0t.:„AQ,.fgtgkle‘ttThZA'J.P 4;41 e cleaned up • • ••••••"..' t• 0 "‘"••• • -...,„ 0 ra ...----...,,, ...,........, ,..• • ..p..,••-)",,,,, 'T.:;;A 0 ,,rr ‘",•,., it.t 1•,..:%,../ IP i:::. ..,....... ......•-• 1 1 4.., ,, ei t ,),..•,,,..,t. 0 ......,,, z„...7 k-77- , „,„, ' ,,y- ,„\\ . \ \ sPN i ',„ , , .."-- -ti \ N Y \`• '7,.._,„..,,P\ -,7...1`e' \\./I 'N147 1 • 7).‘..' v. t' 0 o 0 et 0 ti 0 0 0 4ti 4,5 •••.0 • " qiZtii:S"'S:CtrAZ !4.)11.* ■ 128 S T ,Ira SWSCT aksdale '4 e GRFJITER AENTON caA1�ER•� OF COPtWcE �•� ' 194rj Wray Y•:•� Trllrcum'ST . T rctorr, BEH'ION HICK 2 S St�00L a 2S Ir ® ©S RENZgN . SHOPPING °> ti CElJTER A stt S GraeY RENTON VILLA SHOPPING C£2i 8)01.2 S Ren T:Cr A„ try S1 11 Tukwila EXIT i54 South Parkwr<y Center SW 23 ST -neck Or 56 51 SW 29 ST 28 to 68 SI SW 30 ST S 170 81 172 St 172 P1 Corporate Dr 8 SW 31 ST tc SW 34 ST ; 175 St N AgCeSS W 39 ST c c 178 S1 SW41ST S•Access Si 179 SI OriIli S180S1 16000 S S 180 ST P .L91.6°1 Glacio1 S 188 81 S190ST 1 Qnnn S . • S 100 St Permit No: Status: Project: Address: Location: Parcel #: Wetlands: Contractor: LAND AL TERI N PW94•0161 ISSUED COMP-USA LOADING 17400 SOUTHCENTER PY 17400 SOUTHCENTER PY, 262304-9079 SOL CORPORATION Issued: 12/07/1994 Approval Letter: 11/21/1994 Expires: 06/05/1995 PARKING LOT @ EAST SIDE OF COMP-USA Watercourse: Slopes: N License No. SOLC04'4131B0 OWNER TRAMMELL -CROW .,,..--",,,..z„, cr.V. ;(... , ,..... , ,^ —IV .,-;%,,,, _A•it,.......th. ,:',' ' • 13,--77'.. Phone: (206) 7 62-4 "50 1..-...,..--__---,..:,,,,,----- 5601 S I X T H CONTACT MARLOW G.4.1if,OCIt'-' '''''''',:z... 'i"‘.:;:"."i:.1;71-1one : (206)282-6512 ,S "•;', '' . ''', - TE NAN T C LI R T I S .„,E1 Will E tk., AS,..:,pciA J13! 1.-: L L I IT P. g•P L. E , WA 96121 17400uTRCE0kOVI Mt.;VcAk::,A41A 1411 c01.1P CONTRACTOR SDLICO.RPOR,641..T4AIN .'* _04,.:'— .,...,1),70 4, Phion.0+206 649-9003 3,15() R Ir HAPCP; P1) .. q BEt.LIEVIIE WA 9'81.109 4,v „ tt1 ,. 44 .4 44 .k k * ik .4 4 *.S, !,.. 444 r ii',Olt, 44 444 .4 ..0-7A, k 4 k 4 k"*:-A*41.14 4-* '4 .4 .4 * * * A * * *Ili* 'Ai .4 .;..4 .i4lot *k * * 4.4i *c k * 4 '4 4 * A •k .4 A J -4 j II .t.-2- • 'Tr '-i'P , f:P ' ■%.''' , Addi t lona VD scr i pt inn :,'t %. !Ail ,,,,,, , ,, I.,: :- PAR K Ph— -LoT @ EA5T SIPB4' OF CONF.' J.,,,US A S TORE ' +1 ' ., ' EA 3r .6, :::: \tN::::), AAPPPDX,/ 100 rY rui To BUILD 34 ' x 1 t-5...) L. ..) LING BAY7*,,, • •i,,,,„. t; C:if. 4-''''...-v.', 'A To t...4.I 1 : .:: tl ao ....,i' .7 2,50 Lt. 1, , ,, ,..,, i A , . • , ,-:,./H'-:i,,,,— 4., / 10 tfo ,,.., - -■■■•' 1,- , 1 ' j 'i'l. s '')' ''`'J..■"1' '' 'T., ' .; '-‘ Persnrijree : 'f■■•• 0 0 r ..3 2 'n:l OP ,''';' P 1 a n C he t.li.,c4:1= e e : ;-; '"; • --;":".".r...17(5"-0 '.!ilk, '‘''' it \N.,.(":i 'Pc 000/3'.. tl‘14,(...... :: ....., 000/ 3,4 1 \ • ••..Acostiv t No : 0011,'3.8.6. 904.iii Grad ing/F -11,1 k r kJ C u t : Olt i 0 y..,,,,-..,,s,40 To t al r'F'e e S : ..,;:; .1.i, Z•1,-"*" 37,450-2Th)1,•,, 'i,.. y.a.1,,..4t i 5 LP) : y,.., v, . , 4 , Li---7 / / / ''''Z'...\ ''• Y....-., / N. '--,44. ., . **4*-e-*IIV,(4,4.41, I; -iv ', i• '1 , - A * .4 k4-1.41 .4 .14:* * 4 —4 9';''40.:(AV'r*- et * .4 .4. 4,4 Iiik...,,li..—.P.It-..): i t k • A A : 4 t.,:;. .4 1 het e b y VI \ t ir ■ t . b h a ` t . , 1 h a v e r e a d a n d Va m i,n 6 d ,,.t114-i3,k.) e r m i to a nki,,, k,li'Ll w 171e s a m e to be tr ue )d*cdf'..4" e ct , A 1 1 p r o v i s i on:: 9.4i-1,:aw and o vy i naeceskg.,9ve ri,5,ipig this , „. '51' work will com0Pedwithp whether spqolifed l'.i'e-ell'i-pr p7ot.ohTt4 1.4,1$0.)ting of A , . ■ 4e04 t h i $ p erm i t e s n at prt s u me to give a lilt I-I 14 r 1 tp, t . V 7 1 a tte or --64,ncA„P t he \ prov i S 1 on s L j'e -ny other ..s tate or loca '41avk j egu a i..),•g.oconstruct iii11 or the f`ori o r k ,,, I a no ,e ,,.. •- a n d ik if- Al ter i. ng per m t(V.: Th i st:;b Air m i to.s ha 11 b e c o me nu I I an g QV, oiL13, 14k is not :N°... .t; /0 t. h e ,... ommenced with \tr 180 oi:14,e, frodiktIle date of 1 sliafice or . t k 1:.:•• suspended or abcfndqned for a per iodoo,180,,Iday...r. from title ocr 11 rs p ec t i on • ".../ 4v.,.,. , , THE APPLICANT MUST py.141f THE CITY4WSfEOTO10F COMENCEgWAND COMPL.ETION OF WORK AT L E A S T 24 . 1.40 VS•;,,z. I. .11 A OV AKO Es.adr 'c."11;', "1 gi■i' ..E.[ NS P E C T I.11144'ALL 433 -017 .....1. ,-... :., •.., , ;.) fk,,,,;‘,1, • Signature: r(/ -..'•- ; - .7,--;7'..:,,ni...7---4.,......,............ .-..-1,V64:"P";;;;OK 7 f'd *44*44.41**44****4441„4444 * ***'..4.1;4 k4Odiji56.x.ekliii.WW***********4****.44.44.*******, ....------ • APPROVED FOR ISSUANCE: JJS Issued By: Cti-W Authorized Permit Center Signature 44**********4***4**********4******4 k********4 Date ri 4*44**44********4*4 **4444*******.A I hereby certify that the permit holder whose name and address appears on this ,record has satisfactorily met the standards and conditions for this prOJect•approved herein. Final .Inspection Approved By: - - J.W.Pedtdr Signature Date: C I T•! OF. T U h: w I L A Address: 17400 SOUTHCENTER P`I Suite: Permit No: PW94 -0161 Tenant: COMP USA Status: ISSUED Type: PW -LA ' • Applied: 11/04/1994 Parcel #: 262304 -9079 Issued: 12/07/1994 • 4• kk• kk• k• k• kkk**• kk• kk: kk• k• kkk' k• k• k• kk*• k' kkk• kk• k• kk* kw* kk• k' kk• k*• kk• k• k •kk'k*•k'kk•kk•k.kkk *•kk*kkk *k* Permit Conditions: 1, Hauling over 50 cy sha l tEa„�3" z3,�`�" - t for a Hauling Permit prior to any a •R,•J, a ac I v ILA, 0e0Od0,p0 0 0 0 0 0 000 00 taxancolj 0 0 0 O 0 A \ 0 \�y Jr / x a 00,a`4,00 0 0 � 0 +p4 0 0 0 0 0 ir • gO...r1a.T.. STORM DRAINAGE Permit No: PW94-0162 Status: ISSUED Project: COMP-USA LOADING Site Address: 17400 SOUTHCENTER PY Location: 17400 SOUTHCENTER PY,PARKING LOT @EAST SIDE Parcel #: 262304-9079 Watercourse: Wetlands: Slopes: N Sewer: TUKWILA Water: TUKWILA • Contractor license No.: SDLCO**231B0 TRAMMELL-CROW Phone: (206)762-4750 5601 SIXTH AVE S., SIE.ATTpg::Wkk9AASIN MARLON LOUIE (20()282-512 3131 ELLIOT AV.640/"0, SA,11LE, 98121 KPFF CONSULT4WENGOEWV AA PhoON (206) 622-t;822 1201 THIREgt IltATWL't WA 98101 .46 1, # COMP us pi. '',Tz$61' 17400 5b01-11NTEWAPY, TLIKWItg'4g4.98188 NNM •• +\4 • SOL cORPORAT '*ON A — / °O P) 20144L,» 01, - 31504p4tHODS WD SE , BEL LEVuEV t WA 98009 Issued: 12/07 1994 Approval Letter: 11/18,1994 Expires: 06/05:1995 OF COMP-USA BLDG OWNER CONTACT ENGINEER TENANT CONTRACTOR 4****4.4444*44A144,1/4*****:4*44**************4********04444 Additional PeIwitj,DsscrIption:4=cd 4 - 4 • (.1 ,,- DRAINAGIUMP4k.PUMP STATICIMFOR CIMP-UA LOADING BA ',.. BAY wil, p7-szt.'4, . _.a.„.: ....-. t, ............ ..„, -,..-'...,....„,:1 Existing Spire Feet: 'i.,- 2630V--- ..72Additional Square. Feeet' .'1' \ New SOare 'Fee't:: .,..4,...., - . rt-',.„, -::., f I \ -::11 0 Inspe()ton Feel: : ,.-:.,_ -..1,.(40! . i A ..L .i. ' . '."/ L'' I "N 'i ' ,/— Ki ..--- p 0 fy' _Ilt. V, Plan i rlickuqFeeg ;: ,-/ 71D-400 .. 1 , :., --......... ,, , , -4, Acct NoA4149342':1400 ,,,l'i .....oe ‘,:,: "Z" .• -2-1' 13:\, A V. ,--- r y.......------ , , At Ng): a0b0/3dFa30 1 T1/ PE!: , -15.7 ..'..:,:,, „ •„.,,..., . 4, , 4 ..,,4 v,f.,4,-..e.r....,-, King County yt 1 qp y on: t„, v ,IV 0;.,:tif.e lo-f-f-c..6,ti s t r U C.•• i IA ) 0 vi * .4 A A .00 4 k * 44 .4* •A 4 .4 * '4 Alio 4 * 1144 4 4;* * * .4 4 A A A Or 444 A A it A. 4 i* yk:s4.4!‹.*:* *..:4 * * * *14 .4 *11 t4 * *„4,,,..r..4 ,.. ,},c k; k k '4 * A h 4* 4 V,, I hereby accNiir‘t ,thip: pjrmit and agree t ci la VIA raNi I ar4ilickbltgctipls of the City of 1. LI I:: 40 Kt Npb i' Cipal Code. We agr, hatk,tt+,4*:-1\y- di' Tuff-iit;41ahWcil ! be .,. -... * ._ 0,0 .. , held harmle.7.- t'or all or env claims ari/slingl,.„as 4 5esul,r,00r tnis — k , ii, /9, . 4.. .. • Permits which baye lapsed locevond the Isulirat-eoNx441 Oa] 1 re-applicatio0atiViWtandielvf the permit througlflofte ‘ fee. e'''- .NN '', 0 t 0 ° 0 6 0 • 44 ''' '' t::, 0 4 0 4 4/ -1 THE APPLICANT MUST4OTIFY THE CITY INSPECTOR OF COMMENCEMNIAIND comPLErioN OF WORK AT LEAST 2.4"SOURS IN ADVAN?Er'' TOVStfiEDULE AN IN*VTION CALL -744" 433-0179. .. g. Cc\.: t„ 0 4 ': ,... eqUiypip y at;Oradditionil Signature: ------0t7a5),;/.7 7 /IL *****4***4*;***4744**4**44 4;74.47-75#4.C;#74:17"-2k-474:1411"4"44*"." ok oh 4 .4 '4 4444.44/(4 APPROVED FOR ISSUAN:.E BY: JJS Issued By: Q)Sga11 "fect/Q. Date: L)-Qr2-CLLt Authorized Permit Center Signature 4****kA44***4,4.4**44.0,k4 44 4********A*k*4*A*41,4**4,4*********44*A*44,44***-4.44-A4*A4 4 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved he-ein. Final Inspection Approved: Inspector Signature • Date Address, Suite: Tenant: COMP USA Type: PW-SD Parcel #: 262304-90 4* *'k•t**** k * *•k***•.k* k Permit Conditions: 1 EXISTING UTILI LATION OF LOAD RY REVISION'S S AND APPROVAL P 17400 'SOUTHCENTER 79 PY CITY OF TUKWILA Permit No: PW94 -0162 St App IS ' h41(1(1(04*** h4'kk*k4 *4 *0(*:4:k *h *:4*•4 **'k *' atus: ISSUED tied: 11/04/2994 • sued: 12/07/1994 k 4'h ***'k•k k ** h a ** 4. 4 .4 4.4 h h TY CONFLI4vi =-tip tl'tg ING B�!� TE'" °M; H��l l; ""LAP SLIBMI T - D TO,., -LIBLIC J'rt,T0 FUi .ION STALL ,Q PRIOR TO INSTAL 1t. ANY NECE'S'SA- ,' F,0R REVIEW e G i m� 0 d A 0 NO I 1 y t(i 0 0 7"-"'',.......;'N. \.. / ‘ JJ' 4J. sr.F ''''‘..,,\.\s h \ ti3O �" ti \ V: (sr(' '' -''.^-% tip 0 Ra z ©d 4 cry, F� c .0 s or .�w City of Tu.-- fila /4, 0414,1 — Engineering g Division 'Offer:61yd., Suite #100, Tukwila, WA 98188 1E1 01§-rfitg \ .• ....... •••//A OCT 1 9199U —0(62 TILITY PERIVIIT APPLICATION 1908 TUKWILA PUBLIC WORKS PROJECT Site Address: (74C0 fWee--146-r 11"f99.!!)V0.1:ii,: Name of Project: 4p4ip-d54 vet-0(1,A LoAplAi 134 # W' -.016D • 6 Phone: (206) 433-0179 Property Owner: TgA141616L.L. Street Address: 5C2/ .714" jjE Engineer: T4 Street Address: Phone No.: -476° City/State/Zip: 5gArL&" LsJIr ?gice Phone No.: City/State/Zip: Contractor: T/3A Phone No.: Street Address: 7Z3134' • '07'f • ,94. King Cty Assessor Acct #:2413,04 •.6.1 Contractors License #: Exp. Date: O Sewer Main Extensbn 0 Private 0 Public City/State/Zip: 0 Channelization/Striping/Signing i* R EQ U E§TED;::: 0 Curb Cut/Access/Sidewalk 0 Fire Loop/Hydr. (main to vault) - No.: Sizes: O Flood Zone Control '0 Hauling Land Altering 100 cubic yards O Landscape Irrigation O Moving an Oversized Load Est. start/end times: Date: O Sanitary Side Sewer - No.: i2 Storm Drainage O Street Use O Water Main Extension D Private 0 Public O Water Meter / Exempt:- No.: Sizes° Deduct 0 Water Only 0 O Water Meter / Permanent - No • Sizes O Water Meter / Temporary:- No.: ____ Sizes' Estimated quantity' Schedule: O Other: WATER METER Name: REFUND/BILLING M Street Address: MONTHLY Name: SERVICC BILLINGS TO: Street Address: Phone No.: City/State/Zip: Phone No.: City/State/Zip: El Water El Sewer 0 Metro Standby DESCRtPTION OF PROJECT O Single-Family Residential 0 Multiple-Family Dwelling No. of Units: O Hotel O Motel O Duplex O Triplex O Apartments O Condominiums 0 Other: 0 Commercial/Industrial ,•:fMISCELLANEOUS :INFORMATION . • Office (2 Retail ID New Building Square Footage : O Warehouse 0 Church 0 School/College/University • Manufacturing 0 Hospital 0 Other: El Remodel/ Square footage of original building space: 241 508 Addition Square footage of additional building space: ' Valuation of work to be done: $ Z:5;°c1c=i King County Assessors valuation of existing structures: $ :/i-iEREB:YOE • Applicant/A t hor Agent Sion re: Print Name: AT 1-14, E READ THJS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT Gam): Pers°n/Y,e/.0.1 25'gfiti6 Msse, 4,44A Contact A Address: /3/ SGZ/o7rAvir 027o HAeloAl 6. ad/g. • Date: /0 /9 94. Date Application Accepted: n-1 Phone: et3e •Fggi Phone: 030•667Z WILA 40 PERMIT CENTER Date Application Expires: 04/22/92 1� * ******.4 ***************.* ***.4*.4** *** * *h*h *h*** *.*****.r**.•.* ****** CITY OF TUKWILA,, WA Reprinted:- 08/24/94 11:04 TRANSMIT ***.*************************** h * *** ** *** ***.h* *fi.. *•4*•4.kh*'k * *** TRANSMIT Number: 94001104 Amount: • 163.80.08/24/94 11:02 Permit No: 1394.0311 'Type: 0-BUILD BUILDING PEBAIj Parcel No: 262304 -91.20 uts/44 94 Site.Addr°ess: 17401 SOUTHCENTCR PY Payment Method: CHECK Notation: CURTIS BEATTIE /nit: SAO ** h****• h******. 4* h****h• k*h****** A•*• k*** *.4.4 *h * * * * *•4•h* * ** * * *.h * * * * ** Account Code ' Description Paid 000/345.830 PLAN CHECK w NONRE6 163.80 Total. (This Payment): 163.80 Total Fees: Total All Payments: Balance: 420.30 163.80 256.50 GENERA TOTAL CHECK CHANGE 4966A000 163.80 163.80. 163.80 0.00 15 :47 �+r ++...w- ..�.......• win .wv+v�..'V +..•.nuun,r.+v.•w..+. W ✓•rc.W Wain. wwl wAU. u' u..ir1Y.re+rN�,aMP4iVN7oY0NIVlY *•k•*A*64r**•k•4*'4**k4 *•A•4* i44k44k44kk•4•kAA 4k44•44*k**h.4•A4•*4 44•kk44444'44.4 CITY OF T'UKWILA, WA TRANSMIT h•k•k.5 4,4.4 4k•kk•44A 4444 *44k•hkkA 44.4 k4:kkkkk4kkkk**A.**k'4 *'4*•k k•*** /,* k4**k TRANSMIT Number: 9400157€ Amount: 256.5() 12/07/94 09:07 Permit Na: 1334•- 0311 ' Type: (3•- BUILD BUILDING PERMIT Parcel Na: 262304••9120 Site Address: 17401 SOU'(HC1;N'ER ICY Payment Method: CHECK( Natation: SDL CORPORATION ]:nit: SLIT k4• k• kk kkk* 44** 44•kk4 4**kk **•4*4kk4444**;1 * *•k-4•h•k *•Ale *k•k•*4*kkk•*• * e* Paid 4.50 256.;50 Account Code 000/322.100 000/386.904 Uesc :d pt i art )3UILING - NONRE,"3 STATE BUILDING SURCHARGE Total (Thi s P yinent;) : 420,:)0 420.30 .00 Total Fees; Total All Payments: Balance: GENERA 252.00 GENERA 4.50 GENERA 222,50 GENERA 15.00 GENERA 10.00 GENERA 15.00 TOTAL 319.00 CHECK 319.00 CHANGE 0.00 79(0A000 15 :33 *^4* ,4•* *A *kk•k *A**k**k A ^4***A *; • k• k* A• kAa4s4• k, 4+ t• kk• kAh• f. ,4•h•k*A• *f•A•kA*k•k•A•k'kAA• C:T rV OF TUI(WILA, WA — kk** kA •hk•kh.4k:4h•k•A• *A:4A••k•kk4 •kk•k• A*4.! *, :4•k: • k: 4• k• k• k• kA•k•kk•kkk•kkA•k•kkkk•k•k:4h•k .TRANSMIT Number: 94001577.Amount: 25,00 1.2/07/94 09:06 Permit No: PW 94•- 0160 Type :. PW• -HAUL HAULING 12/07/94 Site Ad.dr•e si: 17400 SOUTHCENIER PY Location: PARKING LOT to EAST SIDE or COMP —USA STORE Pa =yment Method: CHECK Ncjtatinn: SOL CORPORATION Init: SL[) * k•k;4*A****•kkr4k•kA*:A4Ak•k*k• A* 4c• A* A**• kk. 4 •.kk•k•kkA•kA*•k•A*•4:4ak•4*•k . ***Ak•k•A•* Account Ccacle 1) cr'i :Fad;ian •: Paid 000/345.f330 • rum CHECK •- FUTILITY 10.00 000/342.400 I:NSP FEE - UTILITY 15.00 Total (This Payment): 25.00 TRONSMIT 'Total Feefl: Total A11,3ayments: '13ailanc.e: 2,025.00 2,025.06" .00 GENERA GENERA TOTAL CHECK( CHANGE 7907A000. 10.00 15.00 25.00 25.00 0.00 15:28 12.0 161(1 7q j 4- 4 "k444 44 4444 *4 * *A*hA *4 * * *44 h* " 4 44 * *4 *h* * *A *A *h44h *A4*4* *A *4 **f CITY OF TUCYXLA, WA 601G1Lit-o ) TRANSMIT 4A *A ** **4* * *h * * ** * *44*•4 * *4h *Ak *A 4 * *A *4 *k* k*4444444* *k * *A * *A* TRANSMIT Number: 94001573 Amount: 37.50 /2/07/94 09:02 Permit Na: PW9'4-0161. Type: PW --LA LAND ALTERING PERMIT Site 'Address: 17400 SOUT'HCENTER I'Y Location: 17400 :3OUIHCENTEU PY5 PARKING LOT (0 EAST SIDE Payment Method: CHECK Notation: SGL CORPURAT1.ON Init: SLl3 • k*** 4* h* A** 4. 4***** k*. 44***4 k• 4*44***4*** *4* **4*4•A** ***. **4* *4•.4**4*4 Ac:ccau.r►t .Code Description Ptt i d 000/322.100 BUILDING .� NONUCS 22.50 000/345.830 PLAIO' CHECK - NONRES 15.00 Total *his Payment): 4,0 37.50 Total Fees: Total Al 1 . Payments: Balance: 97. i0 37.,0 =='v1Fa1.4l: yGrV*.u: f! ofd *fi *• * * ** **0tkk *O *•** *k * *4• *•h•b• 4*+1•kAdo*• k0* 0fi• httof** .0•kA4**•k*****•h0*s1** CITY OF TUKWILA, WA `�) 0 TRANSMIT 0 *k * *•h *** * * * * * * * * *• *0*• **•* *******• A1, Ttlki• k4• kit*• k• k• k*• h•h*•k,lkvkh *• * *4•ak•4t1••k* TRANSMIT Number: 94001 ;74 Amount: 25.00 12/07/94 0:x:03 Permit •Na: PW94 -0162 Lype: PW-U) :STORM 3)RAINf•1CiE Site Address: 17400 SOU1HCENTER PY Location: 17400 SOUTHCENTER, PY, PAR K):NG LOT !EAST SIDE OF Payment Method: CHIIC.K Notation: S3)L CORPORATION snit: SLIT *• 1** .** 1h*•• h** Ak• k*• k1.****• k******** A****** h** * *11 * * *A•***•** *k* * * *A. * *• *••k Paid • 10,00 15.00 25.00 Account Code 000/345.830 412/342.400 Uescriptian PL.AW CHECK UTILITY INSP FEE , STORM DRAIN Total .(This Payment) : Total Fees: 2500 Total All Payments: 25.00 43a1 ance: • .00 O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7377,ralome vl 5A, Type of Instdion: Addressa) fk_tAiki , Date Called: Special Instructions: ) 0 ' .03 A- 'w1 . Date Wanted: Requester: Phone No.- 75- , Oravl ck Approved per applicable codes. 0 Corrections required prior to approval. o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept !To.: "'„ IDat, e: ,,._; INSPECTION RECORD • Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 •roe : C Q rynp U SI ypo o nspect • n; FI l'� Ql. � Address: (.--1 iii 6outt m.foy Date Called; Special Instructions: QV3C1 u —Oi (00 N U L:LNC� P w � � I 0 ` 0 I � L N Pw qt,i - d 1 5 D Date Wanted: am. p.m. Requester: J.. __. .- Plane No.: __.. �.. 211/Approved per applicable codes. CI Corrections required prior to approval. COMMENTS: i/q .00 REINS ECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 0 Southceriter Blvd., Suite 100. Call to schedule reinspection. t • INSPECTION RECORD -59/ — Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 � (206) 431 -3670 • ro ect; ype o nspectan ress: /«4 0 ..---z),, C�it e v� sp: «al nstructions: Date Wanted: /d, u7 p.m. Requester: b Phone •.; 515 - °4 6� ❑ Approved per applicable codes. ❑ Corrections required prior to approval. A MI 1 ill la WI ❑ $30.00 RE1NSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: City of Tukwila • John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name OtHAPILV Permit No. e)..5 / Address /71/00 ,c ti*C4 -/ (✓ /14))/ XRetain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: L /-7 Authorized Signature FINALAPP.FRM 2 --/Y-2--r Date T.F.D. Form F.P. 85 eadquatters Station : :.444 Andover Panic East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 CITY OF TUtWILA Address: 17401 SOUTHCENTER PY Permit No: B94-0311 Su i te: Tenant: COMP USA Status Type: B-BUILD App I led Parcel #: 262304-9120 Issued ************.******************************************** Permit Conditions: ,...,:::,;F^7:;F:::i.:7:- 1. No changes will be madytotnep),JansL4:14as„!,....„Approved by the Architect or EngineAr*WWe-TirkWITA-B-044114Division. 2 All permits, i nsc,,(4-irdiVI•ecip tid‘, and 3PPro‘i:4:J),..1)1s sha 1 1 be available at tb-ii!Ixtti s tpqkpr 4,11,.? to the start of".',kop‘on strUction . )1051:4 ' d,o ois m‘r(tO, at ElLx.a he ma i qt,0 1,0 ANIy a i 1 - ab 1 e until ,jan,01 1p 4*, Ofbn" approval i't g r4irlitA A 1 1 wood tb 'ficml i ri 0') placed cal. 'cool', io Ptv, s ha 11,6eXf Oa tedW641d • % 4. Notify WO, i ty V ukwjli 80041.j/1g Div is ton pr to placing A Wcs, Ailpr6te.04Th i s 'pA#1,.ir e i s i n add 440 op vto ailll ,ir- •., 4 f , , ,,. . requi rel nts f (IP', special ,ihspct'ioii',ep 0 kl, ',/: 7 ,,t;',-- , '3.1; t;-+ *^f', \ '<I \ • v, 5 . A l l c 4itr tIct i on to be 0.6.VP,,i i contOt mance with ap pfo4d \VA it' p 1 ansInd ,,,,,;14:1u i remen tes.Of theUpl,Form Bu i 1 d i ng Code o19411, OA Ed 10;60 „as:Amended. -,,,,:•' 6. Val tdtty of Perliii t. The-i's u4!yice of •a permit or ai''154aroM= _. 4.., • . , 1 I', ,• •, ... , -',,•i plans, speoff 1:pa t i ons,,- and cOM0,u ta 0.9,6S)"psha 1 1 not becon'-4' strM'01 to be a p.ern0 t for 04i an ra Or 6 v a 1 04, any viO)attibn of !AnS, of the pr ov 1 s ionof,jt he b41;ding' code or of any othe,6 orananCe cpf the7;ItirjSdlctiop.',, No permit presun0144to g i 4ifjaut4pri ty to .,violate -Or4,-ne. el. t1.7provisions of::, this,, code Tv be ' valid. 'Y : ! • ,;,:' \., ',,i. ,•;-,r • , i,•-.., •!,,,..,,,,, : ISSUED : OB/24/1994 : 12/07/1994 *14*****AA****41(A*** 3. • d• • ' •, + c.) _Si IYf 1 r4 rc " eigo P or_ i\r ee- Ks- ft- -Ato fre;("1/4 c's Ple6-&"084 7- R,6-0/3ffl\rr/--C EPA s 0 ( os T = ` ti:•tr v,f, v, , :+l }: y, �'ih • iz .. {Or, ; . ISSUE DA TE( MMap �� /► • <l•: .:;.,, •. }; }:;< ?:>:.;.ir w• v.2� • �>r.f; V 4 PRODUCER Welsch, Flatness, & Lutz, Inc. 701 Market, Suite 600 F 1. Box 66753 b_. Louis, MO 63166 -6753 Michael L. Gregorius 314 -436 -2399 THIS CERTIFICATE IS ISSUED AS e..1ATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. COMPANIES AFFORDING COVERAGE MR ( A Insurance Company of North America COMPANY Et LETTER INSURED FILED IN SDL Corporation , MAIN FILE 3150 Richards Road SE Bellevue, WA. 98005 COMPANY Y C • COMPANY LETTER D COMPANY E LETTER ROOM, -- n n M m 4x.. rfi :V::i ti•r!r.Y•..i. 'Uk viw #% %Y ? n i 3 4 4 n Y nY hiW nKn3 gN4 i y {lW THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDTi1ONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. co LTA TYPE OF INSURANCE POUCY NUMBER POLICY EFFECTIVE DATE(M Mg/ D/YY) POLICY EXPIRATION DATE(MM /0D/YY) LIMITS ' A G;ENERALLIABILITY HDOG14227866 Per Project Aggregate 04/01/94 04/01 /95 GENERAL AGGREGATE 52, 000, 000 - 1L 1COMMERCIALGENERALLIABILITY PRODUCTS•COMP /OPAGG. 52,000,000 '' LMMS MADE X OCCUR. PERSONAL AADV. INJURY sl , 000 , 000 OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE S1,000/000 $ 500, 000 FIRE DAMAGE (Any one tiro) MED.EXPENSE (My one person) $ 10,000 A AUTOMOBILE LIABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON•OWNEDAUTOS GARAGE LIABILITY ISA041654 04/01/94 04/01/95 COMBINED SINGLE LIMIT $1,000,000 X — BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE $ EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM EACH OCCURRENCE S AGGREGATE $ :i:gi::.ii::::::.in :�:j::}$ ii::$j::'jj:•.`�:::5;:::i ?r: .;; �{:•• ;:.::; > }:.:;. }o?:::::;;::r {:: ^i �:;• Y:{:.::?;: rX ::::' :ti} iS '?{ii '?'':' ?i ?: {:'?�:�n'::?i•�:'':: c: 2, g;::..::;::: > }s:yr, }:;:• }:::{�: A WORKER'S COMPENSATION AND EMPLOYERS' LIABILTY HDOG14227866 (Stop Gap Coverage) 04 01 94 04 01 95 STATUTORY LIMITS 5: ?z; %jv >' }'•.r •,•:<•`�." w ?>s•?` }••• EACH ACCIDENT $1,000/000 Sl , 000 , 000 DISEASE- POLICY LIMIT DISEASE -EACH EMPLOYEE Si 000, 000 OTHER c' �; �'� ,• E\/}'A '..� C�EPry/ D- C – 7 1994 DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES /SPECIAL ITEMS (uV\V LA Project: Comp USA, Tukwila, WA Job # C -1676 SDx, -14 - f t�BLIC WORKS .. .,:... .r.. .. ........... ,. :::n }'r.�:} }3 } > »..•}}. r}: } ^.}:..},:a}:•n.:}.: :. :y <•• %.,.:•.: .:. .,......: •.:n,...r.:..,.r..:•.':�•., v .w'rv, w :.. :.�•. ..:< .......... ..: :r.::... r... r:. t.. ...... / .. rr.v.v:n•r. Arrn'Y: v'•• if'.•{•• ri4i:{} r' l.: iiw. tm•:}�}r�v}r:rmw.vRrr+ria:C{tiY: riii4J' i+ YE}? Pacific Northwest Group A 11900 Southcenter Parkway •' . iwila WA 98188 : oaa» xdr ta{ ax•: g, �r.:,, Y,. v. �cr�i} rN.' drrytrrea,.:..,.;,% ga,.}. y.. �,. •p::.a.......•,r•,y�,..,!+rn;.. y.•,;..•,y.•r }r}..•:�r x,•• » r +:f ., 4 3:' < yr `AGC�RT3:25+"S':: T . ..t {:o4�.,�Z,�K. ; LS: �. ���5: 1�..: �f> �: �8t:. f' i1< i> a�::,: �.,.,,.2n,:,. :. rrf.�i ANGELi : xmwri. Pi': SHOULD y' EXPIRATION P iii MAIL Ir LEFT, Yt LIABILITY � ';•: > <F::;::: .A'iIQN;.. :,....;..:......, rrr::/ rv: rirvrnv. Wmw. ANY OF THE DATE 3 0 DAYS ..inf: }� ?:i: ::: i }x:;::: +R;::::,.;:;;� •}: �: r: :i. } ;:�i�::i;:tii:::;i :'•:{•;•: ': `:S':. :rr; :;;.;: >!:: r}:.5:?:{Y•:i {;i':L:,,: , {:{:;'•: { {`:. ..k. ub » " {':.t {t }:: •.....:. ,• }.Y. f..•. . }rf:. }:. >i } :;.: ;`i'::r }: }i>:... >:. x /;r••Y, iq::lr. .:. r.. .: s.. {.. ... r.. >.}... . , .n :€ n .. #N ? "' ;.r/ n/+ n •.v.v.J(:ilr'''tiY:Ciwi•YY:v:4ii ii} Yr: vi: i}: NYY YVY} N": is�Y%•: S4iiS4 :vif.SJ:{Jivr:i•:.SV•'!r'lr/i .,. Y+Xrvii}Y1s:4:v!. ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBUG /MON OR UPON THE COMPANY, rrs AGENTS OR REPRESENTATIVES. BUT FAILURE OF ANY KIND * AUTHORIZED REPRESENTATIVE 41 Lb/Y(41'W ma%•}r }r•.} •} �..%. v.<{:••::<.:' <.a ?a}} >w }.: •,yr:� L:2 ; {. };.,..,.::2;..:n:t:f. :.ter #• :,,,:..a:;<.{.n..� :.::.: Y.:.. �..:., �r•.{.... k.:>:,.>::<: fc.,,.:< Y: 2:::<::;:::,. i%• x�•• x,•..;::., .... ��{ w•• �• nyary x:...}: r; xasw.•.. rw� •..•,.}•.,}s}y;.yyw.y>%>.v,••. Y..?.0:. �•} ?.: o :` w:.....: s. �` rR�i<:..{: ti.: l0.CC�tl� '.�tlRf?C7FtATEt7N.:1:880: t4SA- - 'PW °L( —0 (60 n �•S• r+' iSf££+. fYh n; :tiYLa+ kM : ;f;: :+•,:l: :�f 5, : A�.1D11 11 � i4 ✓ „... ` ::. ISSUE DATE (MM /OD/YY) . n:. ...., .. . r..,.. n.r.n..n. .. .::,:•.v,i n ,v.-.•- 7iv! r ..: .. . .. . ..; r .;i• . ..;.,.:, ..: : . >.. .i 5." ::!i: i•'•.:• : .•' 1..v• .: }. :".: :'r.;.!:.. . : r . . :! ."•} :�� : .:.: .11 .,.:�.;. i1 .. . ...... :�!� .; :.�.p.S '{t: :t- •>4: ; :.h}0 i:4!��i .`:•! f 2 :rr .l� }.f.^.Y<.r.f.� J: S ...r ' 4 r}} !.i}•.}i : : .r•}.Lz.!.::.: ! .r.f...n .�. S ? {r• :i 5..j°.y ...;.. .'J3.. ? . }l ..: w}y.i tr?}.., i > . l ; 4::•i!y Yirr}f fw::;',f a f <: •. :r.. .�. r k. nJ ,•,.,K;.' /: ,: Hryr.YtY? • $ 2 .rA: nt+;:•; •: v: L. ;S:3;!. !S;; ':4;J:. , • 'iS r ;!::k ? : f5:r :" ,�.:; ; i �/ 3. : }}: ::��,S..ik!:;.::4i.:!:k^. J{P} :TL �? 3G :Y^N •:<$x r; •3ce 4: ; ;i k..J'....i . }25��ti::r:. 4' a ::::, x. . ; (Y;Mx 'GJ%:3:<! !•:•. .a4 f : <. :: �i i n 11 16 94 THIS BINDER IS ATEMPORARY INSU CE CONTRACT, SUBJECT TO THE CONDITIONSHOWN ON THE SECOND PAGE OF THIS FORM. PRODUCER WPi.sch, Flatness, & Lutz, Inc. 7 Market Suite 600 P. J. Box 6 7 5 3 St. Louis, MO 63166 -6753 Michael L. Gregorius 314- 436 -2399 CODE 8U8 •CODE 184319 COMPANY Reliance Insurance BINDER NO. HINDER67420 EFFECTIVE DATE TI E EX DAIS FIRA„ON ME 11/15/94 12:01 X AM PM 01/20/95 X 2otAM NOON THIS BINDER IS SSUED TO EXTEND COVERAGE IN THE ABOVE NAMED COMPANY PER EXPIRING POLICY NO: 8 l`7t' VDA/ PROJECT . UAW.LJ.ti/ES/p OSF pr_� ITfEgjocauon) # C -1676 �Jj� j jy (J�J INSURED SDL CORPORATION AND PACIFIC NORTHWEST GROUP A P.O. BOX 1685 BELLEVUE, WASHINGTON 98009 �lC J:: k: {i kT:i4pr:; {:,v,.! {;'4' �'i:' +i: i:: ?'•i'�5:4::: }n;:':!ti Y'� :'ti• }ti +} .n!'r' ^ti r. n.. ::' rif' :: {Y.i•:,��}x•:!;:•':•C:r.!•: �:: ::•: J:f':i•• {: \'::, ..: ..v.n... rr .:` ..x .n. v....v.. ......r ...... r }.. ... r. .. .. •. vr.. ,v�'.�: i >. {33r.2LL •`.�';8k �...nn. it ........[ rr.. } ... i...... J.. .... .'t ... n .. . r ... n .....: ......... ........:... �,...C.' ..... ...:...........:. , .?;,.:: pr{..: .. .... n. .nr .kn ....r.. ..{.»xv..}.::.:.:.., �..:fv .:}n:.:I.r....}: 5.:•: J:...k. ;.k •r n.:..•: •...nK:.. ....n r..... ... .ti£ }:4:•S:•: x. .. .•7F.[ZI��4r7..{: !::. .vS: i7•}r ,r5 .<::S: 4v ,.J.rJ J.•f•S::•... }: :f.r r.��rv;.ii•.,r. vJS.•}: .. t... }; .. ;}.y,. :a�J,•. ., •�� r. m. wn„ mvnv.:. v. , SSv. 4. vxi. 0.wr,,,,('+'rvf2tit2''r'"i4tiyi i{i{:iKYtim,i,ts{�w,C wLv:{' SSA(•,? v?, w:• n4? SSrii{•.?,✓ nA�: n',• n. 4.: tti'.::ti Y!{•: GSf.<• JN., a:• nt�a4. w�C•.' s•:: WY.'. w/. G£ m? iw: TYPE OF INSURANCE COVERAGE/FORMS }J }}•f,.;ii.+}!;J:; i ..:!4. i:i � }::f•5:• <.,!• �...: ::..: }5: r { }!!:. v " f�•r'• i'•! SS v.,'.::. f.n.. vf: .. :r~:5!'}i.i ,.. Q .. {..v.... r .. \.1! {•x:'.;,1. }%n .:.t.:v •: 4}I��fY1I�.[•r. :.$.: G.'{ :t„•n,..:,•.a,4..K{;{wn,{:wr.n. Yrrrnv.•..,,.orr:£SGSn,<� AMOUNT DEDUCTIBLE <:;t {:`£�'C:C•'t:•::.., 'J+Sf''•'S' {4v;�•�! •SL4r.,v�irn'{Y.� COINSUR. PROPERTYCAUSES OF LOSS L RISK INSTALLATION FLOATER 591,996. 500,000 5, 0 0 0 5, 0 0 0 100% 100% BASIC BROAD X BPEC. EMPORARY STORAGE & TRANSIT (EACH) % EARTHQUAKE & FLOOD DEDUCTIBLE 100 000 MINIMUM GENERAL LIABILITY RETRO DATE FOR CLAIMS MADE: GENERAL AGGREGATE S COMMERCIAL GENERAL LIABILITY PRODUCTS- COMP /OP AGO. 5 •' { :i >`'? 1LAIMS MADE I OCCUR PERSONAL BADV.INJUAY 5 EACH OCCURRENCE S OWNER'S & CONTRACTOR'S PROT, FIRE DA MAG E (Any one fire) $ I MED.D(PENSE (My one person) 5 MOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS GARAGE LIABILITY COMBINED SINGLE LIMIT i BODILY INJURY (Per person) 5 BODILY INJURY (Per accident 5 PROPERTY DAMAGE 5 MEDICAL PAYMENTS S PERSONAL INJURY PROT. $ UNINSURED MOTORIST S AUTO PHYSICAL DAMAGFDEDUCTIBLF, J ALL VEHICLES I I SCHEDULED VEHICLES ACTUAL CASH VALUE 5 COLLISION: STATED AMOUNT OTHER THAN COL. OTHER EXCESS UABILM RETRO DATE FOR CLAIMS MADE: EACH OCCURRENCE S I UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM SELF - INSURED RETENTION $ __I WORKER'S COMPENSATION AND EMPLOYER'S U ABILITY • STATUTORY LIMITS ::pry s >�•`:•'•; :::3Lt': r. ^, ^,. }s• r ; 4 tiz:..$ u$•, t.,yrz;• }.naa}??:t$ #:!.;si'£Y�: EACH ACCIDENT S DISEASE- POLICY LIMIT 5 DISEASE -EACH EMPLOYEE 5 SPECIAL CONDITIONS /OTHER COVERAGES • �,;, (' • I;.;, N %:..i.' :,' 1 0 E C .- 7 IWE :;.} i�.:?' rr.,} SkL:k.j {}3?: }:!..r •:.;. .l ., :k }.. ..}....:: JS ^5:v;v} ;rn. r a, •: }:•:fi!.'• .v .... :: J....} . vx, ...i,<x t.. .. {,.n v .vT. r ; { : >? {G »:;:r . V. .$ :.: ...{,... A�^ 1t L'`r3 . ... ,:. ..t•.t•rrik�:r.aiii; •. .. r r ..i ` ':. >:• :;'Y'£ ,:a.. ,t t p iw �FN &:3 ;,• 54 %Yi ^+> t[•'3. •: f: !4 {:... .J.... .. }ir: ':c:oStrwe:tw.;;.{• , .y..£}ern •: xL<a,.J rr. ve �AM�G�L N. rn'nvr.m•nv:nwr.4�n4.rNM'r} �,iv�;�<:£:ay�r r...txv:r.L ...�... iY`.,. ...... n4.. :aY.v.. 'tw ... rr Jr4•nnfir.L.J� rni:.4Arnr.• m,t,vnA,w.iwmrN.,Ahwn { w+.•Amm4}Y imv J:.vit'Sr.wvnvrw5n L. . fi 5: 4,:! : } }'::•n ? { ": }fi•n!{n.;�. { ;: { ,.'!i{: {n4: •:: : {�:v:t" x.. rT rn).. ..4 ,r, }... t.. >.r. S ? {• .�d...an;i {•:: 1. r ?.?. a .nC.. :Y,s ::44 :...•., :.} : :,, L: S•t . }SJ; .•r:::' .. . }.:r. k fL., n.}.x, }r, .. rrr %. t i�. J nn[; O ::SWi0:::4 }+i}''iki4£k•Y.v..•.v MORTGAGEE LOSS PAYEE ,:::?'it <•�;l}vr: {$. ?��. t 5:f}5:�',> Fi: ��`: :} 5'i %i •y' ..}.. ..t a i vx \k•.•ivv V. Lk.. : x . .. 'x. > : Rtio, :4.4.... *:: r:.,.f • .(}, '•.:,{i..Y. &»i., 2. � � �` i f��, its.. Xv}J A: Kh3�, urSfil4rvCi ::iwr:'•i7:Sivrw:GiTft' -ADDMONALINS RED • ..t g� LOAN p ff • yr�rr AUTHORIZED REPRESENTATIVE ?j <f55 sw».a,.s�tx,!C!4avx}wett<232o r ..}x, r,, •g5yr.}tr..'+3.'+w.j.4 >y . '4Y! 2i?'^;w,•4. . %;S:S :QSY;. $.4 �p:!?at ;''`' 'V:''�w '> i• .: •'q1:''3% •`''`,. ' ` 61•4,x ' a ;• • . a ? ; , . rJ .. ! i ''�' •kJ,.h4ffr �G: N f•a$:rf r:} k$ {: f 'S`Y+liYS• `Y •,v ; } it )'...N.4, ��41I'iS.Y:J~'.R. �.1�% }.�.��.Qi.Y.t��'•tt•.. u. .�:�4:I�:'r'.i'f'`r'�.•> Mkt# XC' �• �' rSt[ Jf,': �t3C3.' nSf? af:..i f! tb:' tFcr: F'... At:. r.`. kk! i< fk�frji2esx ; ;::,'tk..G }:L�J�[ri3'!r.•.{�. • • • . t;:,5v{(n:: n.. •Mt. v::•••:::::14., •••in.. s;,•}::.... .:!.}}7: ±:M:•54•nxm::::m ' �;• .f x..,:. i• . 4,,.3} . ' 5th...:.•. �4.' �JC �r .:x?:•�R�!,a..s�.:�4VF1M�:4Klii :0. ►A A99M • 1 7y CONDITIONS This Company binds the kinds) of Insurance stipulated on the previous page. The Insurance is subject to the terms, conditions and limitations of the policy(les) In current use by the Company. This binder may be cancelled by the Insured by surrender of this binder or by written notice to the Company stating when cancellation will be effective. This binder may be cancelled by the Company by notice to the insured to accordance with the policy conditions. This binder Is cancelled when replaced by a policy. If this binder Is not replaced by a policy, the Company is entitled to charge a premium for the binder according to the Rules and Rates In use by the Company. APPLICABLE IN NEVADA Any person who refuses to accept a binder which provides coverage of Tess than $1,000,000.00 when proof Is required: (A) Shall be fined not more than $500.00, and (B) Is liable to the party presenting the binder as proof of insurance for actual damages sus- tained therefrom. n, F" 1) T Ut<vvil.A PUrLIO %IQORKS • • • .•.•••• • ,, .• • • • ••• • ■••• , • . , • • • •• • • :DE009065L0: .CIE`113500.II .IIh`t13n106Y • Y1IM)ifll JO AII03o 83aao 1NflO JV SIH1 AYd t'Y 12 1 V) Cr/ 4=u b138Wt1N >103HO • t„,:. . . : ; '1 '•• .." ••• '•', . . . , • .• , s § ..nEcEIVED . . DEC. -.•7 1994 • . • . • • •'. " ; . • • • C. BEATTIE ARCHITECTS 206+2824799 *MI[/1" (you /0 nfen fri —11 WA; cis a2d P2ageddt1 c Uj P. 02 0 = T.% •" • • •■• •'. • ' • • • . • •••• • • • .` • • • ••• ; • . ; • •••• • • • • • • I:. • • ' *: N112•3 UOIS „ • •• • •• ••••• ••••••••■ 41•MIIIMO■ Os z • . • ' groa 3e1019 II NO gill RECEIVED NOV 2 1 1994 TUKWILA PUBLIC WORKS i i 7.. 1 2 K /`.:•' • A • • `.� • Sc ti • • • • • NC • /% • . r;r ' .W •/�` I' f x' I . \ , I • • • 1 •..' • X.( : `\ r! •• • • .r • Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -8130 P U atekCATIOAIS Pere or,m I h e tx pe &! 4om loo R , Z4 N.� EVENT- Plaen- k.4 -40 alrOt 2 2 x 65" = 1870 SF- O,o4�k. �C= 6•334- 80`06./t, (p2aed, V= 4 .s-(ps) (a.33 +('4h x;) ,e0 ). Per- �o pIt ViQt'S ►�il,e�� . , PR : 3.45 * S.C.S. TYPE -1A DISTRIBUTION ***** * * ** 100 -YEAR 24 -HOUR STORM * *** 3.95" TOTAL PRECIP. Post- Developed Conditions AREA(ACRES), PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 0.04 0 89 0.04 98 6.6 PEAK - Q(CFS) T- PEAK(HRS) VOL(CU -FT) 0.04 7.67 539 peo- - = p 4 e-cs 48 0 18 Pm RECEIVED NOV 141994 TUKWILA PUBLIC WORKS • f f Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -8130 aolect OM ,o 5,4 locallon ell.nl by Ltd se Zalts dot. t /ja ' 1'4G %M.l no. lob Thrip 7-DA/ Q = 40 gprn ! %z " , s-7,5 ps 455r5 = 112 23 ) /3 vc%_. — C'L) v 0.8 t0 4_,4- sAeLbe, k , - R(0 . 5 ( 471-) — 4 C pcop011) i1 2,33 / 1 ov ' - 2.31s,' n ice x!. = a, 7( i0-o 2.31P I- 0.8+ 4,1+ 0,8 • 5,7' ?1P 76-0 403r _ -t, 11 e • N1in, Flaw -�e� �, i's 40sp, r r a le�5_ IlIG , Fnelai 190c11 oc�1 thI,Q t . c et», w� 4 n6.) 4 c1i�i�ir> pCC.,t2.. • 1 Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622.5822 Fax (206) 622.8130 wo��+ ( �i5,4 1 by L 02 T�l� ��• 1 94- C client ago( ,tIa 27,4rio,/ n —q5.9 L r0(2 ec Stab i 3 ,q (1-4 wat.„ -- 9 3.4 P1, ---p 0„ F 4' J1.4 w 8' stabs. (a.d d... at loc, 2' 5-& q2- ► 4 jam"-r) 0+ 40,9 to6 - = M x SC)) 5) )1 T-( 47)2. X 62,43 4 31o4 1754" 1760 r* ti'0 1620_ 105654 'Jo u I t $'J s✓x�ec +d /Ica ree .n 3 4 S P w thief no. Job no. 9493? /(. • j j Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622-8130 pro*et CO Y►1p 05A- location by 1,Gt1� client dot. / / /e0Q Sly? ,x+'■`C. T!t) *MN no. 4/5 fob no. ye 7—Me. 00,4 LLD jp - • c8 c4 A1/4 Let..,) GJ r 1 /pow,,. 1 \/o ( I c ►r-(4 )2 /2, 57 ew 12,5'7 04. 1 04-45 bostc. - 5.2» e IVcr heieas e. rat4 = 40 - Zi = 20 spvh, 4 5.2_ 4- s . 2 1d, 4 , ( tJ aka._ �t.cs 4 Qi.'- / (o art.:, cs cc w ) tP heearmm�,,^ d s ho rnc,u -1 7 OA pc t„io- f-. ow °etc. ,L4..-A) advp,tzt2. Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8130 aLw2 dWt. 10 Id-- {h..t no. lob no. Wa er 40 9pPvl V= 5, 13- 'ps 1 Katar, -tau-5 41. hk w GL V J Q- PVc p.t,..t.".,_ (rte ire-tOel = I47Cn -CPS- =32.3 C1470)(5,0) — 235 ,3.2, Qd d TDA = 5.7 To c.( Lod. ; Z40-7' 6- l-I - 62,45 � � ( zoo, �7) k j112- Iv 4-.4 p L. err. (15 P , (t /Z'' ; 4o0 Pte. PIP 700 ti Series,M�ti� 4� -Ihw,.e, • Industrial Quality • Automatic Level Controls • Oil - Filled Motors • Easy to Install • Corrosion Resistant Hardware • Ideal for all residential de- watering and draining jobs. 60 HERTZ Capacities to 67 GPM Heads to 30 Feet Horsepowers 1/3 to 1 /2, 115 Volts Sizes 1.114 to 11/2" Discharge Temperatures to 120 °F ' IC! PIP 700 PIP 701 PIP 702 TECHNICAL DATA .1 -.� ,,cc.c , - Les , PIP 700 — Oil - filled overload - protected electric motor. Heavy cast iron construction. Elevated suction inlet. Non- clog impeller passes any solid that comes through molded Inlet screen. Operates automatically or manually. Includes 10 feet of grounded 3 wire, oil- proof, UL approved cord. Automatic, solid state level control switch. PIP 701 — Motor housing is molded of highly impact restraint material. Pump body and bottom plate are bronze. Impeller is extremely high in abrasion resistance. Mechanical shaft seal has hard ceramic seat and carbon rotating element operating in oil. Oil-filled motor in water- proof, hermetically sealed housing. Automatic, solid state level control switch. • PIP 702 — Bronze pump body. Removable inlet screen be- tween motor and pump bodies, Six vane impeller passes any solid that comes through inlet screen. Oil- filled motor In sealed waterproof housing, has built in overload protec- tion. Mechanical shaft seal has hard ceramic seat and car- bon rotating element, operating in oil. Motor shaft is stainless steel. Automatic, Solid State level control switch. Johns-Manville '/• Head Loss(,,. 125 PSI Table- Ring-Tite PVC In PSI through Pressure Pipe 100 ft.of pipe Based on Hazen and Williams Formula Ws. /Min. 11/i' dia. r dia. Vh" dia. 3" dia. 4" dia. 6" dia. 8* dia. Gals. /min. 10' dia. 12* dia. Vel. R/ Lou Sec psi Val. R/ Lou Sec psi Val. Ft/ Lou Sec psi Vel. Vel. R/ Lou Ft/ Loss See psi Sec psi Vel. FU Loss Sec psi Vel. Ft/ Loss Sec psi Vel. R/ Loss Sec psi Vel. FU Loss Sec psi 16 05 Q43 'Ti 340 18 0,53 360 20 7 0.84 380 2 1 0.97 400 30 3.85 1,36 246 0.46 420 5 4,49 1 2.87 0.61 440 411 5 13 2.3 3.28 0.78 45 45 5.78 9 .•7 46 50 _ 1- 4.1' 1 8 2.8' 0 47 480 1-111111111r/MIMAIIIIIIM11114110MIIIII ; • Illhitt•IX.A111111114NAiMIIIINIRMAMMIll ouggmlunia uumai I • ; iMIllit.M.IWINIII6IgIgliENIIIIMItiraMMI 1 111[11141[14411111L-W41111111W1 1111■11111111•11M1116111MWAMT.11111 1.1=1.111111.1111 LIIIUMWINIIIIINIMIUM1111111 mumuw a ....iglaw mghompouguipm 11111111c0.111111MMIR11111 intnallowitommuk: immonwilik inpojawkiwirimrim.t. immilmici • 1 • s e: . • a : • I I 1 : :1a111 111itt:Nc NE: . : 1111B.INWIall Illtikagli• I . 11111111111KKAM.1•1 • 1111UKIEcli:11111111111•1[chil&t..1111111111.M11%1211 •• :9iiiimmiliEt. s , ,_ . . : s I • 1t2• IIMEMEEM 4 53 0 9 1050 4. 1 0.21 3.00 0.09 . . . • s 1 i : I • ENE 11.1111111111KAN z • . 5.29 1.20 1 50 1111111411.1_111-WkiiNIMEMAY., mripAMINEtthimtul MISE101111115.1Kitallf0111111 milwallommonim ummai nriuitanwtkimcminord[10 4 4.62 0.25 3 28 0.1 it=rdaiiMAIIIIIIILIENSIBMINI_ :1*.E/LIAIIIIIIIIII41.011161=1111:111111 INCKNEIM1111111111P•IMUNIM 11111[1:11111111 .71 014 Nuttjui mom : s • • I . el !all IIIMIGALLIPAYAIIIIIIIMIIDANIIIII 1111q6.11M.K...1111111MIIIM.1•1 • Internal Diameters AN E,11. • 5". 9 9,97 1550 6 22 44 4.4 '.19 ;Am 5.9 1.13 2.74 0.17 1.62 0.04 1600 &42 0.47 4.56 0. 0 Size, Nom. in. I.D. In 11151%1; . MIR 'MEM • . 11011111111ILIMIMAIIINIMall IMF& . , Dim • : I 11/2 2 21/2 3 4 6 8 i 0 12 1 • 78 2.229 2.699 3.284 4.224 6.217 8.095 1 0.088 11.966 7.3 1,68 3.38 0.2 1.99 0.07 1750 '702 95 4.99 0'2 .11. .r, 7.78 1.88 MILIPZWINIMEMDAMIIIIME MIA' • -11P-1:11111111111KKOMENIIMIRYLI/4111111.10101111111MME•=11111 3.59 0.28 2 1 0.07 . • •. 1800 7.22 0.58 A ILIMIN11/62 . . 5 13 0 5 : il • • : I :4 Km .4ln 111111MINL411•111•LIENI*1111111111AM101111111K-IMINIA:MMEIIIIIIMIDN, • , 4i XII 10.07 2.99 4.65 0.45 2t74 0:12 00 8.43 0.78 5.99 0 1- • • 4 75 0.47 2 80 0.13 IIIICKILTIZONIMMIKIIIIIIMPAINNIIII 2200 8 83 .85 62: 0 37 • • , • • • • 1 0 •,¼ 11 : • •. . 1• • • -Mall 5.81 0.69 3.43 019 2600 7.42 0.5 • op 6.34 0.81 174 0.22 . : 1 • • • 1 1, • 2700 •• 1 7.70 0.5 • e es 7 • • 1.7 4.38 0.29 2900 8.27 0.61 750 7.93 1.22 4.67 0.33 3000 8.56 0.65 : s 6 8.45 1.38 4,98 138 3100 8.84 0.69 • • 8.98 1.54 5-30 0.42 3200 9.13 0.74 900 E 9.41 0.78 350 1:R1 it 8:47 3988 9.70 0.82 1000 3500 9.98 0.87 Conversion Factors-Head Loss The pressure loss values given in the table are for coefficient of flow C=150. They may be converted to pressure loss for other coefficients of flow by means of the following multiplying factors: 1.13 for C=140 1.30 for C=130 1.51 for C=120 1.77 for C=110 2.12 for C=100 2.58 for 0 = 90 • 122 for C=80 4.10 for C=70 5.46 for C=60 lfroblem A. Determine the flow velocity and pressure u. s for water flowing at 440 gal /min through 1000 feet of 6-in. 125 psi PVC pipeline. The Hazen - Williams value of "C" for PVC is 150. B. Determine the pressure loss in a pipe with the same dimensions as given in Part A, if the piping material has a C =130. C. Comparing the conditions in Parts A and B, determine the additional pump horsepower requirements and additional monthly pumping cost. Assume a pump efficiency of 60 percent and a utilities cost of $0.04 per kilowatt-hour. Solution A. On the chart find 440 gal /min in the left column. Read across to the column for 6-in. pipe and find the velocity equal to 4.65 ft/sec. Next find the pressure loss equal to 0.45 psi per 100 ft or 4.5 psi per 1000 fL B. On the chart for Conversion Factors -Head Loss find that the factor for C =130 is 1.30. Pressure loss for C=130=4.5 psi per 1000 ft. x 1.3 =5.85 psi /1000 ft. C. The increased pressure drop due to a change from C =150 to C =130 is 1.35 ps1/1000 ft at the conditions stated. The energy dissipation associated with the drop may be calculated from the equation for the mechanical energy balance on a fluid system (Bernoulli equation). The power, calculated in various units, is: yQh, ft-lb, sec P or P or P y0h, 550 n yQh, 748 n horsepower kilowatts Where: P = Power y = Fluid density Ibm /ft3 Q = Volume flow rate ft3 /sec h, = Head Loss ft = Pump efficiency A pressure drop of 1.0 psi Is equivalent to a head loss of 2.31 ft of water. The total additional horsepower requirement due to the change of flow factor from C =150 to C =130 may be calculated: 440 (1.35 psi 2.31 ft 1 P = (62.4 Ib /ft3) (- gal 1 V 1 min \ psi l min 7.481 gal 60 sec) 550 (0.6) P = 0.58 horsepower This is equivalent to 0.43 kw. The added monthly pumping cost is 0.43 kw 720 hr $0,04 = $12.28/mo. or $147.36/yr. mo. hr Johns- Manville Ken -Caryl Ranch Denver, Colorado 80217 For information on other J -M Products and Systems call Product Information Center at (303) 979-1000. Short Form Specificatio f J -M Specifications for PV,,; .NG -TITE PIPE 125 psi (SDR 32.5) meets all requirements of: ASTM D 1784, ASTM D 2241. ASTM D 1784-standard specification for Rigid Polyvinyl Chloride Compounds. ASTM D 2241- standard specification for Polyvinyl Chloride (PVC) Plastic Pipe (SDR -PR). Scope - Requirements for unplasticized polyvinyl chloride (PVC) pipe with integral thickened -wall bells. Product -Pipe shalt be suitable for use at maximum hydrostatic working pressures of 125 psi at 73 °F. All pipe must meet requirements as set forth In ASTM D 2241, with standard dimension ratio SDR 32.5, and bearing the National Sanitation Foundation seal for potable water pipe. Provisions must be made for contraction & expansion at each joint with a rubber ring, and integral thickened bell as part of each joint. Pipe & fitting must be assembled with a non-toxic Johns - Manville lubricant. Laying length shall be 20 feet z1 ". Materials -Pipe shall be made from clean, virgin, approved Class 12454A PVC Compound conforming to ASTM resin specification D 1784. Clean reworked material generated from the manufacturer's own pipe production may be used. Physical and Chemical Requirements-All Physical and Chemical Tests should be conducted at 73 °F. Quick Burst Test -The pipe shall be designed to pass without failure a pressure of 400 psi applied in 60 to 70 seconds when tested in accordance with ASTM Method D 1599. As referenced in ASTM D 2241. Sustained Pressure Test -The pipe shall be designed to pass without failure for 1,000 hours a pressure of 260 psi when tested in accordance with ASTM Method 0 1598, as referenced In ASTM 0 2241. Acetone Immersion Test -After 20 min. irpmersion In a sealed container of anhydrous (99.5% pure) acetone a 1" long sample ring shall show no visible spitting or cracking (Swelling or softening is not a failure) when tested in accordance with ASTM Method D 2152. Vise Test -Place between 2 flat parallel plates a 2" long ring and compress the outside diameter 60% in 2 to 5 min. There shall be no evidence of splitting or shattering. Dimensions & Weights PSI Pipe Barrel O.D. Nom. Rating Min. Wall Tolerance Wt. Lbs. Size at 73°F. Thickness 0.D. +, or - Per Ft. 11/2" 125 0.060 1.900 +.006, -.002 .230 2" 125 0.073 2.375 +.006, -.002 .350 21/2" 125 0.088 2.875 +.007, -.003 .511 3" 125 0.108 3.500 +.008, -.004 .762 4" 125 0.138 4,500 +.009, -.005 1.257 6" 125 0.204 6.625 +.011, -.007 2.755 8" 125 0.265 8.625 +.015, -.010 4.631 10" 125 0.331 10.750 +.015, -.015 7.237 12" 125 0.392 12.750 +.015, -.015 10.209 All dimensions are In Inches Litho in USA Associated Pipe - Everett DIVISION OF ASSOCIATED SAND AND GRAVEL CO., INC. A CSR AMERICA COMPANY 48" PRE -CAST MANHOLE Adjustment ring Conforms to: - ASTM C478 Manholes - ASTM C443 Rubber Gasket Joints - APWA/WSDOT Standard Specifications Top Slab Reinforcing #4 Deformed Reber: - Around opening - Diagonally on both sides of opening - Q 6" o.c. In both directions Circumferential Wall Reinforcing - Minimum 0.12 sq. In. /linear ft. Base Reinforcing - 0.15 sq.in. /linear ft. In both directions - Minimum Yield Strength = 60,000 psi See joint detail Hole Dimensions - Hole size equals pipe outer diameter plus manhole wall thickness - Maximum hole diameter Is 36" - 8" minimum distance between holes - 2" diameter lifting holes provided for each component (lift straps provided for base and top slabs) Effective 1/91 Ark Associated Sand & Gravel Co., Inc. EgS Member CSR Group BOX 2037 • 6300 G(.ENWOOD AVE. • EVERETT. WASHINGTON 98203 Wholesale Price List EFFECTIVE JANUARY 1, 1991 • 5 48" MANHOLES & CATCH BASINS RUBBER GASKET MORTAR JOINT '48" MANHOLE Price Price BASES Weight Delivered Delivered Delivery • Charge 48" x 2' 2,700 300.00 290.00 48" x 3' 3,650 370.00 360.00 48" x 4' 4,400 440.00 430.00 ' Net Inside Dimensions Price does not include galvanized ladder - see page 13 RUBBER GASKET MORTAR JOINT 11.00 14.00 17.00 48" MANHOLE Price Price SECTIONS W /STEPS Weight Delivered Delivered Delivery Charge 48" x 1' 900 160.00 150.00 48" x 2' 1,620 215.00 205.00 48" x 3' 2,340 270.00 260.00 48" x 4' 3,060 340.00 330.00 RUBBER GASKET MORTAR JOINT 3.50 6.50 9.60 12.70 48" MANHOLE Price Price TOPS, W /STEPS Weight Delivered Delivered Delivery Charge 48" x 24" x 36" Cone 2,400 250.00 240.00 48" x 24" x 24" Cone 1,700 230.00 220.00 48" x 8" Flattop 1,700 200.00 190.00 24" x 4" Adjustment Ring 175 15.00 -- Manhole made in accordance with ASTM C478 -ASTM C443. Prices on coated manholes, marlticie channels, Cast in stubs, Kor -N -Seal Boots, and Castings available on request. Prices F.O.B. job, within 50 miles in truck and trailer load guantites where accessible under own power. Prices subject to change without notice. 10.00 7.00 7.00 1.00 _ EVERETT (206) 355 - 2111 -- SEATTLE (206) 624 -0301 CONTRACTOR REGISTRATION #223- 01- AS- SO- CS- G37250 ) ) i ) 11 - %" SLOTS 10 - 11/2"BARS ( ( t C.. t. 2534 • 27'/4" 33" APPROX. WEIGHT •24" GRATE 160 LBS. FRAME 210 LBS. 370 LBS. OLYMPIC FOUNDRY SEATTLE, WASH. 24" x 24" x 41/4" FLANGE DOWN FRAME & GRATE • RATING -- H -20 PART NO. SM78G ' FROM 1KPFF ENGINEERS SER TO Consulting Engineers 1201 Third Avonuo, Suile 900 Scat*, WoshIngton 90101 (206) 622.5022 hmx (200) 644111:10 2064313E6S 1994,11-21 ,'&4.-'z, oollon 01ISSPM #970 P.02/02 Ii43e d!. sh•ol no, 0 100 oo. e.." • • - tefri/S- 7/74- RA5- /25,a5c; clote .374 Dfie 400 Fr.:iL Ett P 2 6, 0 ef-S.ci C5t4via47/ PVC PIPE *AGRA Earth & Environmental 20 February 1995 11-10033-00 SDL 3150 Richards Road SE P.O. Box 1685 Bellevue, Washington 98009 Attention: Mr. Joe Orr Subject: Final Inspection Letter Comp. U.S.A. Building Permit #B94 -0299 , B94 -031 Dear Joe: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Tel (206) 820-4669 Fax (206) 821 -3914 This letter serves as our final summary of Geotechnical Inspection and Materials Testing services provided by our firm on the above referenced project. All inspections were performed at the client's request and listed on daily field reports and distributed at that time. Our materials testing and inspection services were limited to inspection of reinforced concrete portion of this project. At this time, we do not take any exceptions to the work completed during the reinforced concrete portion of this project. Additionally, to the best of our knowledge, all geotechnically related work was performed in conformance with the approved plans and specifications, as well as the project geotechnical engineering report and subsequent recommendations for this portion of the project. Respectfully submitted, AGRA Earth & Environmental, Inc. urt D. Merrirri Associate cc: City of Tukwila DAM /KDM /lad ns j ,1 „n!+,.•,�t, EXPIRES 11 / 20 / 1:1C r- `) 22;`,Cc; COMM DEVEIO6 -.. Engineering & Environmental Services TO: FROM: DATE: SUBJECT: ir: City of Tukwila Department of Public Works John W Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING DECEMBER 7, 1994 COMP -USA / TUKWILA Loading Bay 17400 Southcenter Parkway Project No. P94 -0103 Activity No. PW94 -0160 Contact Person: Marlon Louie Phone No. (206)282 -8512 Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON DECEMBER 7, 1994: Permit Fee Hauling $ 25.00 Two copies of the confirmed Utility Permit Application Form and approved plans are attached for inclusion in the building permit file. Also attached are copies of Certificate of Insurance, $ 2000 check in lieu of Permit Bond and 5 copies of haul route map. If any questions, please advice. JJS /jjs Attachments a/s cf: City Clerk (w /copy of UPA, haul route map Certificate of Insurance & Permit Bond) PW Utilities Inspector (w /copy of application /plans /haul route map) Development File (w /copy of application /plans & haul permit documents) & original of 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 ��► SAWING DRILLING INC. CONCRETE CUTTING & DEMOLITION SPECIALISTS FAX NO.206 -946 -3783 FACSIMILE TRANSMI`i°AL - FRO. M= 41 -�s- RE: ODm P as') COMMENTS: DATE_ g a qV TIME: er Am FAX NO 6513 --' (luggf PAGE OF i t'il ifit.,442vA 44, e9 27500 16th Avenue South P.O. Box 3157 Kent, WA 98032.0203 LICIICA- SC- AS- D185JN (206) 872.7578 ■ 1-800-228-9612 - FAX (206) 946 -3783 Ply a4 —o160 John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM :m PUBLIC WORKS ENGINEERING DATE: November 23, 1994 SUBJECT: COMP -USA / Tukwila Loading Bay 17400 Southcenter Parkway Project No. P94 -0103 Activity Nos. PW94 -0160, 0161 & 0162 Contact Person: Marlon Louie CAlorrtai4vA l i -ate qq .4h3 Phone No. (206)282 -8512 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON NOVEMBER 21, 1994: Land Altering Storm Drainage Permit Fee $ 37.50 25.00 TOTAL $ 62.50 THE FOLLOWING PUBLIC WORKS PERMIT CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. (This information consists of the Certificate of Insurance, ermit Bond and haul route map.) Insurance/ Remit 000 Hauling $ 25.00 Two copies of the confirmed Utility Permit Application Form and approved plan are included in the building permit file. JJS /jjs cf: PW Utilities Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVIS!•N SUM/OTT ;;;L PROJECT NAME W M P- l/ti 6R ADDRESS 17/-i DO 5o C11.(A-i-e -r PvA,Jd CONTACT PERSON l O-7 L it( /e. PHONE ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER B 031 • TYPE OF REVISION: L OI D /A)6, /3/9-y L) ,C » /4)f&) 4evis/oN 7V C,00001 A J 1,1) // L- 004)6S SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITSUBMI-1 rt,D TO: )Of1F 5 4 ( � • �"` • City apt .Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0311 (510) John W. Rants, Mayor August 30, 1994 Re: Comp USA - 17400 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 2. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor 3. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) 4. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Maintain fire extinguisher coverage throughout. 5. All electrical work and equipment shall conform City OT Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd DEC- 7 -94 WED 9:02 SDL CORP c • REGLSTEREU'AS PROVIDED BY LAW wk. • . %'... " • .. • .. ' CC , , 'CON GENERAL ... +•r.w ✓+,3s.gQA'N.,rt.;i.''�. Y,; a'g'+fwr7ll7Y� %'Y: t S4nY. Y' fn4ar� ,CRnmrrM.sr.rcrfir3ri�')'24iMV C`�'.�, :�;. FAX NO, 2066439248 �N., 44' REOI3TRATION.NUMBEI4- •• . • EtPIRATIONOA7E ',,.. • .. • ',E. FECT',Ye •12ATE. ,Gt•;f '77 I' 7%' :1 Elk Li- R AT!ON ' • a"' acx • 1.685 BELLEVUE SIGNA _ .._.(4 ,„0- eidollr _ ay DE•A�ENT OF LABOR AND INDUSTRIES WA 98000 P. 01 c�raoF�11-10 � DEc 199' peciti ' G nef% sir is . a, ors norms Q.di. ani t OWMMIWOIMMUMSOMINNOSSOMSIMM SOUTHCENTER PARKWAY 'TUKWILA, WA Isom. CEOoFPnlN (a1E4ALL sl That portion of the southeast quarter of the southwest quarter and of the southwest quarter of the southeast quarter of Section 26, Towship 23 North, Range 4 East, illamette Meridian, Ning County, Washington, described os foliose: Beginning at the nortkwst caner of the southeast quarter of said Section 26; Thence South 67'55'02' East along the north line of sold southeast quarter of the southeast quarter d distance of 140.16 feel; Thence South 01'12'25' Vest parallel to the oust line of sold southeast quarter e dl.tenes of MOO feet; Thence North 60'17'35' Vest o distance of 716.90 feet to o point on the eoeterip margin of Southeenter Parkway; Thence North 11'69'33' Vest along sold ly.argln a distance of 7.73 feet to 0 point of curvature; Thence continuing sling sold easterly margin, along a curve to the right having o radius of 910.37 lest on ore distance of 210.76 feet through o central angle of 13406'06'; Thence North 0116'35' East along sold ly mo► In o diatone. of 285.11 fe.t to the north Ilne of the southeast quarter of the southwest quarter of sold Section 26; Thence South rotor East along sold north line a dlstencs of 625.20 Sot to the wet line of the southwest quarter of the southeast quarter of said Section 26 and the true point of beginning. TOGETHER WITH the following deecrIMd parcel of land: Beginning at o point on the south line of the above described tract enich Mors Nate 06'•7'35' Vest p distance of 00.00 feet from the southeast corner t Thine. South or04'or out o distance of 95.00 feet; Thence North flint 53 Vest a distance of 205.00 feet; Thence South 0ro9'07' Wet o distance of 20.00 feet: Thence North Sr55'5t Vest o distance of 100.00 het; Thine. South 0•09'07' Mt a distance of 26.00 feet; Thanes North arss'63' West o distance of 20. 00 lest; Thence South 02'09'07' Vest o distance of 69.00 feet; Thence North 6755'61' Vest 0 distance of 256.00 fast; mere et lees, to the south line of the above described tract; Thew along sold south line South 66'47'35 East 0 distance of 335.00 feet, more or loss. to the True Point of Beginning. i 1 0 • vh►s! Carats Nam, ammo. A1.01 SITE PLO A2.01 FLOWS M AQ STATISTICS 6 CEIERN. NOTES A2.02 REuuuCTED CEILING PWI• *3.01 RUILDING ELEVATIONS 6 SECTIONS Ae.01 MOWED PLANS 6 INTERIOR ELEVATIONS • A5.01 000R/FINISN SOCILES 6 PARTITION DETAILS • A6.01 NISCELLNEOUS DETAILS • A6.02 MISCELLANEOUS DETAILS • SI. 1 STRUCTURAL DETAILS 6 NOTES dllllllll .III r Cats 11'111 • - NOT ISSUED AT THIS tit INS IMMINIMMIR PAPARSING LAM, TO REMAIN UOtSTUI6ED FROM Ei18SIn MENTIONS AND LAYOUT UNDER THIS PERMIT APRICATION. 1 tmettatri P:t Lie Pin pre sun;::: M seam old Made .. f Plena Case MI elm SD MONNI et ...1 MOW NNW M S NIS d contracloto aepy d sod din Ors, Ai*114j REVISIONS CITY OF TUKWIIA APPROVED °IIII 1► NOV 2 8 1994 BUILD NO DIVISION a Oleddr6A•1R. Was tile• PAW rte, AUG menu 2 4 1994 alarm 0011STNOCt19N OF IE. NETAIL SALES TENANT SPACE SItNIN M EXISTING ONE- StOI1F RETAIL BUILDING SILL. 1101111 !lALL MU* ANY REQUIRED DEMOLITION CV INTERIOR PARTITIONS WITHIN TIE MOOS OF WE EXTERION WALLS MI) PARTY WALLS. OEMOL1TICN OF DE EXISTING WOOD bENEEN FRANINO CtJNAENILT 'SNINl1D' OVEN EXISTING ALUMINUM STOREFRONT ON THE NORTH AND WEST FACADES. REVISING TEE EXISTIIO STOREFRONT TO ACCEPT IEN EMTRY DOORS Ate LOCATIONS, APPLYING A NEW E. 1. F. S. bEiEG VALL OVER TIE EXISTING STOREFRONT TO REPLACE THE CURRENT VDW MCG. INSTALLATION OF NEW CONCRETE SLAB -ON- Rae AND CIO WALL TO THE EXISTING NCO STRUCTURE NOME ON THE EAST FACAO[ FOR A IEV ENCLOSED LOADING Dock el 740 SF, Ate INStALLAt10N OF NEW INFERION WALLS AND FINISHES AS 311DM CM T E DRAWINGS. NEW AECNANICAL AND ELECTRICAL RS SHALL R SUMIITTED SLPMATELT 1N COIMlICTION WITH TIE Wal PRESENTED IN TNg1 DOCADITS. T111 RCS FOR TIE NEW Mein LOADING or SHALL R smarm LIDER SEPARATE PEMIt. LOADING BAY PERMIT SUBMITTAL 8128 /.. •'111111 ' 111111► ,1 1! 11 !: ' 1 IlP1 11 111 • 11111 At. d fil 1 f 4 i i g. INS IMMINIMMIR PAPARSING LAM, TO REMAIN UOtSTUI6ED FROM Ei18SIn MENTIONS AND LAYOUT UNDER THIS PERMIT APRICATION. 1 tmettatri P:t Lie Pin pre sun;::: M seam old Made .. f Plena Case MI elm SD MONNI et ...1 MOW NNW M S NIS d contracloto aepy d sod din Ors, Ai*114j REVISIONS CITY OF TUKWIIA APPROVED °IIII 1► NOV 2 8 1994 BUILD NO DIVISION a Oleddr6A•1R. Was tile• PAW rte, AUG menu 2 4 1994 alarm 0011STNOCt19N OF IE. NETAIL SALES TENANT SPACE SItNIN M EXISTING ONE- StOI1F RETAIL BUILDING SILL. 1101111 !lALL MU* ANY REQUIRED DEMOLITION CV INTERIOR PARTITIONS WITHIN TIE MOOS OF WE EXTERION WALLS MI) PARTY WALLS. OEMOL1TICN OF DE EXISTING WOOD bENEEN FRANINO CtJNAENILT 'SNINl1D' OVEN EXISTING ALUMINUM STOREFRONT ON THE NORTH AND WEST FACADES. REVISING TEE EXISTIIO STOREFRONT TO ACCEPT IEN EMTRY DOORS Ate LOCATIONS, APPLYING A NEW E. 1. F. S. bEiEG VALL OVER TIE EXISTING STOREFRONT TO REPLACE THE CURRENT VDW MCG. INSTALLATION OF NEW CONCRETE SLAB -ON- Rae AND CIO WALL TO THE EXISTING NCO STRUCTURE NOME ON THE EAST FACAO[ FOR A IEV ENCLOSED LOADING Dock el 740 SF, Ate INStALLAt10N OF NEW INFERION WALLS AND FINISHES AS 311DM CM T E DRAWINGS. NEW AECNANICAL AND ELECTRICAL RS SHALL R SUMIITTED SLPMATELT 1N COIMlICTION WITH TIE Wal PRESENTED IN TNg1 DOCADITS. T111 RCS FOR TIE NEW Mein LOADING or SHALL R smarm LIDER SEPARATE PEMIt. LOADING BAY PERMIT SUBMITTAL 8128 /.. •'111111 ' 111111► ,1 1! 11 !: ' 1 IlP1 11 111 • 11111 At. d ID iii 1 gig INS IMMINIMMIR PAPARSING LAM, TO REMAIN UOtSTUI6ED FROM Ei18SIn MENTIONS AND LAYOUT UNDER THIS PERMIT APRICATION. 1 tmettatri P:t Lie Pin pre sun;::: M seam old Made .. f Plena Case MI elm SD MONNI et ...1 MOW NNW M S NIS d contracloto aepy d sod din Ors, Ai*114j REVISIONS CITY OF TUKWIIA APPROVED °IIII 1► NOV 2 8 1994 BUILD NO DIVISION a Oleddr6A•1R. Was tile• PAW rte, AUG menu 2 4 1994 alarm 0011STNOCt19N OF IE. NETAIL SALES TENANT SPACE SItNIN M EXISTING ONE- StOI1F RETAIL BUILDING SILL. 1101111 !lALL MU* ANY REQUIRED DEMOLITION CV INTERIOR PARTITIONS WITHIN TIE MOOS OF WE EXTERION WALLS MI) PARTY WALLS. OEMOL1TICN OF DE EXISTING WOOD bENEEN FRANINO CtJNAENILT 'SNINl1D' OVEN EXISTING ALUMINUM STOREFRONT ON THE NORTH AND WEST FACADES. REVISING TEE EXISTIIO STOREFRONT TO ACCEPT IEN EMTRY DOORS Ate LOCATIONS, APPLYING A NEW E. 1. F. S. bEiEG VALL OVER TIE EXISTING STOREFRONT TO REPLACE THE CURRENT VDW MCG. INSTALLATION OF NEW CONCRETE SLAB -ON- Rae AND CIO WALL TO THE EXISTING NCO STRUCTURE NOME ON THE EAST FACAO[ FOR A IEV ENCLOSED LOADING Dock el 740 SF, Ate INStALLAt10N OF NEW INFERION WALLS AND FINISHES AS 311DM CM T E DRAWINGS. NEW AECNANICAL AND ELECTRICAL RS SHALL R SUMIITTED SLPMATELT 1N COIMlICTION WITH TIE Wal PRESENTED IN TNg1 DOCADITS. T111 RCS FOR TIE NEW Mein LOADING or SHALL R smarm LIDER SEPARATE PEMIt. LOADING BAY PERMIT SUBMITTAL 8128 /.. •'111111 ' 111111► ,1 1! 11 !: ' 1 IlP1 11 111 • 11111 At. `j/ 'y b • „ • • • NOV 1_e1394 i BUILOI 0 01 ICIO • < x x. .a�' `•,�.' ' • \ �. • .� '• .A. x. i v, trfl10 0I FIN . ANS. 11111 S E CRIMSON MANUFACTURED /Y ALV(AA��O MFG. pCO. - SYSTEM K CUSTOM CRI Q POL1MNR_PININIEV REF OIL. 15 /A4T; CONTACT J NAMES RoAROS MALL lE SUPPLIED SY TENANT AND INSTALLED TNE INDICAATEDDAAND/ AS DIRECTED SY TNETMTENANTO ROOMS A[R[ 4. PROVIDE 6' -0• NIGH CHAIN -I.IM FENCE ENCLOSURE FM RNA AREA (LOCATED IN WAMPUM RIIN a' O0. CORER TERMINAL POSTS AND 1.625 00. LINE POSTS FENCE NE$H 10 lc 2* MEIN, WOVEN 9 GA. ALIM. STEEL WIRE. INSTALL (1) 3' -0 It FURL MONT WITH 60 0E0. ACTION MOMS AND L T WITH PROVISIONS FOR PAOI; REV. 11 /A6.01. S ALL EXPOSED STRUCTURAL COLUMN, RAIN LEADERS, PIING. COIDIUT, ETC. T1gHIT TOE STORE MALL !E PRIMED AND PAINTED 1/ A MIN. (2 GOUTS OF *SAFETY AM PAINT. REFER TO FINISH P3', T FINISH SOHEDt% . 0 CARPET PROTECTION - 11E COTRACTOR SMALL PROVIDE SUITA1LE PROTECTION FOR CARPE, IN ,NE SALES PEA. PROTECTION SHALL M IN Tit FORM Of 1A• MSONLTE SHEETS WITH TAPED JOINTS SO AS TO MIOVIOE 1006 COINAGE (IN AREAS OF ONGOING SCAFFOLD NORC) AND NAVY VISOIEN OR CAROIOMD IN MLANCE OF AREAS WITH FOOT TRAFFIC. 7. 'F.E.' INDICATES FIRE EXTINGUISHER LOCATION MITN MOUNTING BRACKET HARDWARE AT K-5' A.P.F. 10 1.0. UNIT - I1 • 6 �INSTT0ALr�L 60STON TIIIONAO SERIES 60 CART WARD AS UFO. /Y Ifi i JtL�3S 400 RIVERSI{1D1�SE NAOVE.. W. MA 02155 0 FIEELD VER- elofvl-DC TN A •VERISIIN'.REDAAID1STA�wEK INt GREATEST iOLERAIIC MY OCCIRR 10. PROVIDE AND INSTALL CORER GUARDS ON ALL OUTSIDE MI SALL CORER c%ITJONS ALONG NO IN TNE SALES AREA: 1 1/2• 1 1/2 ■ 6 -o LONG ionic PVC (.0060 GA. TNICOESS STYLE ELECiRA N). St 04144. AS VFO. 111 1400.342- 0121)). C LOR L ME C M : NSTALLA ION SWILL NE ON =WRNS)* SCREWS POSITION VERTICALLY ON WALL A/OVE 1• CAVE SASE. 11. PROVIDE AND INSTALL 1' X If X 3/1• 1.01.7. 11.111000 (EQUIP. m.) ON ALL WALLS WITHIN TO TIN EQUIP. 80016 SERE TIP. INDICATED SY HEAVY 0ASE0 LINES. TO 6' -0• A.F.F. 12. COLUMN CENIEIIIIES ARE IN IDEALIZED LOCATIONS AND MY TOT REFLECT THE ACTUN. CON/TI CIEO Film CONDITIONS. THE GENERAL CONTRACTOR SHALL FIEU) VERIFY ALL GRID LOCATIONG AND ALL STRIICTLRAL A1O ARCHITECTURAL ELEMENTS PRIOR TO COIMENCINO WORK FIELD CONDITIONS FOUND TO VARY FROM iNE ORMINCS STALL It DIOUONT TO 1NE AITEMION OF 11E ARCHITECT AIO IS PROJECT NNW IMMEDIATELY. 13. THE GEIERAL CONTRACTOR SHALL PROVIDE AND INSTALL COLUMN - MOUNTED SHELF SUPPORT pIpQTS. FOR OwER- PROVIDED SHELF PLATFORMS, AT rota ((1 LOCATIONS WITHIN THE SALES AREA. PER TIE DIRECTION OF 'S PROJECT MANAGER 11. ALL INTERIOR WALLS AR DIMENSIONED TO THE CENTERLINE OF WALL. IIASSS I TEO OTMWIM. 'ALL WALL LOCATIONS AR[ BASED OFF OF IDEAL O1110 LOCATIONS. FIELD VERIFY ALL GRID LOCATIONS FROM EXISTING SALL AID COLUMN LOCATIONS. NOTIFY THE ARCHITECT IttNEDIATELY OF DISCREPANCIES FOOD IN TIE LOCATION OF ACTUAL GRID LINES MRON ,NOSE REPRESENTED IN THESE COMMENTS. j>tT STATISTICS FRANC/ AOERESS: 1 ' PROJECT DESCRIPTION 17400 SOUDACENtER PARMA TU161LA. M 911116 25.300 m0$$ S. P. TENANT IIMOVEIENTS FOR A NEN RETAIL MINIS INTO AN UISIIIG RETAIL SUILDING CO. USA C-2 TYPE Y-N (FULLY St*tINLE1E0) 3 1-2 RETAIL 11�I;h 1, I'' •1 11�',�III 11; ... II' ;If i INCY 10101M& ROOM/ SALES MA TMINING RODS 6REAR/M/STORAOE off10E/GEIL ar. OFF. CIRCutot101 OFFICES(SAIES MCA) 'AMbc SE/LOADIN3 SQ. FOOTAGE: LOAD OCCLPANT OW R0d1/20Atl FACTOR, LOME 16.111 NET !SALE 1 per 30f1 511 1.273 • I per 200 64 612 • • N/A 0 2. ISO • • t per tow 22 70 • • N/A 0 250 • 1 per IOW 3 2.920 • • 1 Per 3000 10 11 '4 ARilotia 1. 14A 2 • 1 ..r to .t 12 25, 733 HET !SALE 655 plasma rimer CORM: (BASED UPON TRAINING NOON NO OP OCCUPANTS: N0. OF Amon REVD: ORINNINO FOUNTAIN LOADS: ►AStc : PARKING RED' Et PAINING S11PPL1@ O. 1 11 STALLS AS 111CO11PORATED IN EXISTING LAYOUT ART13 0477 it / SOLON LOUIE CURTIS BEATTIE 6 ASSOC ARCHITECTS 3131 ELLIOTT AVENUE SUITE 270 SEATTLE. M 1116161 (206) 26246512 1 2. ammo a aaNMtl�Ntt� t - S. ale t 7. t a It 11. ,IRK a LI IMIIR/►.• 11MRIR 16*to S taw so ISL1r161a166aN SNMSINrwLEMI .aSwaI VIIII'asa MC11.0011SIRMILINIMISSINOISSaspo 61151141111061110666 .1161) RM PATNA THSaa1►EPAIN asMMIMI Tllpa aila0011eT4Im / V ONE AM 611RTMIMae.rl1f0011 I/ anillallKlINIILARK/I a ar1R S110siu Ft OS1111640 as tsfl1,N 1 1 ; 6MRi 6A MM 241111 Nar / ._. • III , 1 14 tir ' PROJECT DESCRIPTION 17400 SOUDACENtER PARMA TU161LA. M 911116 25.300 m0$$ S. P. TENANT IIMOVEIENTS FOR A NEN RETAIL MINIS INTO AN UISIIIG RETAIL SUILDING CO. USA C-2 TYPE Y-N (FULLY St*tINLE1E0) 3 1-2 RETAIL 11�I;h 1, I'' •1 11�',�III 11; ... II' ;If i INCY 10101M& ROOM/ SALES MA TMINING RODS 6REAR/M/STORAOE off10E/GEIL ar. OFF. CIRCutot101 OFFICES(SAIES MCA) 'AMbc SE/LOADIN3 SQ. FOOTAGE: LOAD OCCLPANT OW R0d1/20Atl FACTOR, LOME 16.111 NET !SALE 1 per 30f1 511 1.273 • I per 200 64 612 • • N/A 0 2. ISO • • t per tow 22 70 • • N/A 0 250 • 1 per IOW 3 2.920 • • 1 Per 3000 10 11 '4 ARilotia 1. 14A 2 • 1 ..r to .t 12 25, 733 HET !SALE 655 plasma rimer CORM: (BASED UPON TRAINING NOON NO OP OCCUPANTS: N0. OF Amon REVD: ORINNINO FOUNTAIN LOADS: ►AStc : PARKING RED' Et PAINING S11PPL1@ O. 1 11 STALLS AS 111CO11PORATED IN EXISTING LAYOUT ART13 0477 it / SOLON LOUIE CURTIS BEATTIE 6 ASSOC ARCHITECTS 3131 ELLIOTT AVENUE SUITE 270 SEATTLE. M 1116161 (206) 26246512 1 2. ammo a aaNMtl�Ntt� t - S. ale t 7. t a It 11. ,IRK a LI IMIIR/►.• 11MRIR 16*to S taw so ISL1r161a166aN SNMSINrwLEMI .aSwaI VIIII'asa MC11.0011SIRMILINIMISSINOISSaspo 61151141111061110666 .1161) RM PATNA THSaa1►EPAIN asMMIMI Tllpa aila0011eT4Im / V ONE AM 611RTMIMae.rl1f0011 I/ anillallKlINIILARK/I a ar1R S110siu Ft OS1111640 as tsfl1,N 1 1 ; 6MRi 6A MM 241111 Nar / ._. • • • t • ' Iu"'1 it it t}I: 'T.. Y i 1• • , ;e. AV. . 11 11 : 1 1 __ / _ _ �• _ v_w� •w. —.-- _-- iw.•�.. es.•c �w,�— ._•- mow+ <.r-r...______ _ _ _.._ _ w-m..wry,_e. -- rr..w —fl is . a-o ...�.w.-w-.'w jig ta== ild ism MS° 1 1 . _ r ON .- r .. 1* ._'_w- r. r As • •r to as r• r'01•10111111waNallal■ — IMMY rrlr WS/ab• Slanamasai "011111111M ..1,11.._... .. - '- Iet 2.'1 R — - PM •eir � . as a .•rr — - • .,w�.. r =,. la in , R- �_ - - -- -� r 1 • J • \ •' `l a. .• .' ` /' `. '` y , \' ` /" ' /. X • • J f / l�/ y \ y' \+ ., r,• R `1 \y • o 'xJ • ♦ / A y r }" \•., is \c/ /'\ l• ` /r1 1 l A +f., 1..< •: , ,\S ,.v )1 /` S /. `Y ti .".— telifraigia 1 • it %!. Zir• ���I' `:" 'IC '�. "♦ ,K \. .1` ,'� »:; ,/ .\ y Y •,Y \, r X X �, / • is lo • . ..- , . • , , ‘.... . • 1/ • • ' ` \, \ / • • •\ , X Il/ k , : , ./ J • ?:. ,�. y J \ \ ,. . 1 1 4' „11 • J . � • • :' t r: \, J A ••1... , • R9. DOS LISTS PBR M•B'OCL r h) M GMT MWB'04 V-1 • • O' OC. r SCAN. NOT TO WALE 3 1 TRENCH GRAIN DOCK LEVELER STRUCTURAL NOTES CODE REOUIREMENTSt ALL OESION AND CONSTRUCTION SHALL CONFORM TO THE UNIFoRi euIL01NO COOS. 1991 EDITION. GENERAL; 1T SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE AMOUAtt SHOVING, BRACING, cm., AS N$QUIREo ION THE PROTECTION of ;Arc AND PROPERTY CURING CONSTRUCTION. REFER TO ARCHITECTURAL PLANS FOR BALL OPENINGS, ARCHITECTURAL TREATMENT, ARO DIMENSIONS NOT SNOBN. THE CONTRACTOR SHALL K RESPONSIBLE FOR COORDINATION Of THE EXCAVATION, SHORING, AND OTHER CORK WITH ALL THE UTILITIES AND ADJACENT PROPERTIES. DESION LOADS: LIVE LOADS: ROOF 26 PSF (SNOW) WIND: 90 MPH, EXPOSURE 9 EARtHOwKE; • 1 g IOUNOAT IONS: FOUNDATIONS SHALL BEAR ON NATIVE SUIGRADE COMPACTED TO 958 VAS DENSITY AT OPTIMILM MOISTURE PER ASTM DOSS. SLABS ON GRADE SHALL HAVE AN ADDITIONAL 4' LAYER OF GRANULAR SUB ♦ASE COMPACTED TO 958 MAX DENSITY AT OPTIMUM MOISTURE. F0U)AATION DESIGN BASED ON VALUES AS rams: I4 WILT' NO t MPOia.{W4 9PMDFRNT 1. ANSGA► X r••' SCAL9. 3m' • 1'•r 6 FRAMING AT OPENING ALLOVASLE SOIL BEAMING ACTIVE PRESSURE PASSIVE PRESSURE coerricuENT 01 FRICTION 2000 PSI 35 PCF 250 PC/ 0. 35 1 CONCRETE: CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD 301,4PECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'. AN AIN ENTRAINING ADMIXTtRE CONFORMING TO WIC Sip 26 -9 SHALL SE ADDEO TO ALL CONCRETE EXPOSED TO CART., OR FEATHER. PROVIDE 58 • 1S ENTRAINED AIR. MAXIMUM SLUMP SHALL K 4' AT TIME or PLACING. Ise MIN SACKS OF SPECIAL INSP. USE CORNER* REQUIRED CY OF CONCR. AS AN ALTERNATE TO THE ABOVE, THE CONTRACTOR MAY SUBMIT A CONCRETE MIX DESIGN FOR APPROVAL TOO REEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX DESIGN WILL BE REVIEWED FOR CONFOAVANCE t0 UBC 2604(2). REINFORCING STEEL: ASTM A4116 DEFORMED BARS GRADE 60 (Ty • 60 KSI) FOR BAR SIZES 140. 4 6 LARGER. ASTM A -155 (fy . 75 KSI) Foot SMOOTH ELOEO WIRE FABRIC. PROVIDE CLASS C LAP SPLICES. REINFORCEMENT FOR SLABS ON GRADE SHALL BE WW 6X5 11.1 X I1.4 UM.ESS NOTED OTHERWISE. PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCING AT ALL WALL INTERSECTIONS. CONNECTION AT CORNER 2' WPC CO+PACt1D ORAMLAR PILL t4') 101 TYP. STEPPED FOOTING 11 CONTROL JOINT MINIMUM CONCRETE COVER SHALL BE: CONCRETE CAST AGAINST EARTH 3' FORMED SURFACE EXPOSED TO EARTH OR WEATHER 1 1/2' CONCRCTE,NOT EKPOSED TO MEATIER OR CARTA, 3/4' VELE/INGO, REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ANS STANDARDS USING (90XX ELECTRODES. 1 8 1 1 1 b 1 1 • 2 Sr ®E 1 1 a CCNC*LTE BLOCK HOLLOW CONCRETE BLOCK UNITS SHALL BE I'm • 1500 PSI. GRADE N -1. CONCRETE BLOCK WALLS SHALL BE REINFORCED IN ACCORDANCE WITH THE STRUCTURAL NOTES, MESS OTHERRISE SHOWN ON THE PLANS AND 0ETA1L5. DESIGN STRESSES ARE IN ACCORDANCE WITH u5C SECTION 2406. 'WITHOUT SPECIAL INSPECTION" UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL MORTAR SHALL BE TYPE S AND SHALL CONFORM TO ASTM STANDARD C -270. GROUT SHALL CONFORM TO ASTM C -476 AND CCNSIST0, A MIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO MICH SUPPICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE to FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. GROUT SHALL BE POURED IN muumuu LIFTS OF 4'-0'. ALL CELLS CONTAINING VERTICAL BARS AND ALL BOND SLAMS SHALL BE FILLED WITH GROUT. ALL GROUT SHALL HAVE A MINIMUM re OF 2500 PSI. IN ADDITION. GROUT ALL CELLS BELOW GRADE AND CELLS CONTAINING EMBEDDED ITEMS. MASONRY WALL REINFORCEMENT CMU WALL REINFORCEMENT SHALL BE AS INDICATED BELOW UM.ESS NOTED OTHERWISE. BOND BEAMS OR VERTICAL GROUTED CELLS 91114 TOO 55 BARS SHALL BE PROVIDED AT ALL FLOOR AND ROOF LINES. AT THE TOP OP THE WALL. MO ABOVE 6 AT THE EDGES OF ALL OPENINGS, AND AT EACH CORNER AND AT THE ENDS OF THE WALLS. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. LAP ALL BARS 40 DIAMETERS , 16 INCHES WIN. IJNO. UNLESS OTHERWISE SHORN ON THE DRAWINGS, WALL REINFORCING SHALL CONSIST OF: WALL THICKNESS 5• VERTICAL BARS /5 0 32• 11 0 11 1 STRUCTURAL STEEL: MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLL0WIN0: STRUCTURAL STEEL AWN A36. Fy • 36 KSI; STRUCTURAL TUICS ASTM A 500, GRADE B. Py • 46 KSI; CONNECTION MATERIAL ASTM A36, Fy • 36 KW: CONNECTION sous ASTM A -325; ANO404 BOLTS ASTM A -307 CR A38; MELDING ELECTRODES C70xx. CMU LINTER. SCHEDULE U$DfM CL9AR SPAN Oinw MORIt. ee. VINES 4'•r OR LEN" 16' 12) M Ott. •' 4'.r to 6+'•4• 34' 0) TIP i 1 0 1 SCALE: 1'= 10' !S, 0\ CONFERE2jCE GEN. MGR, CORP. SALES 9 Op h 1 • -7. HYDRANT kV} STORM WATER PUMP STAT ON EXISTING DOWNSPOUT TO BE REROUTED THROUGH BLDG PUMP CONTROL PANEL dQUIP. RM - - - --�79 pig a 03 I I NO. DATE BY _04D. APPR y REVISION, SAN -SEWER CLEANOUT FIRE DEPT CONNECTION j DATE 0 SCALE: AS NOTED HORIZ. VERT. JOB NO.: •0H.0 EXIST C8 - GRADE 98.2t IE 96.5t MSConsulting Engineers n T11NMd Awns SAW o00 8erttls, wlwlt►pton n Ma Fax COED 821411110 OLYMPIC FOUNDRY FRAME & GRATE iSM700.OR EQUAL TRMIML BOX 2 -1 1/2' PVC ELECTRICAL CONDUIT l 0 CONTRACTOR TO VERIFY DEPTH Nt LOCATION OF EXISTING UTILITIES. IF CONFLICTS OCCUR CONTACT THE ARCHITECT PRIOR TO CONSTRUCTION. 0 ELECTRICAL CONDUIT TO BE EXTENDED TO PUMP ELECTRICAL CONTROL PANEL. ••• PUMP ON EL 93.4 1 1/2' BALL VALVE(EA PUMP) PUMP OFF EL 92.4 1 1/2' CHECK VALVE(EA PUMP) BASE EL 90.9 4 • • 4 .• • .. 45' PRE -CAST MANHOLE PUMP Slip DETA 1 L FG EL 95.9 1 1/2' CALV PIPE ,r181MIN COVER EMERGENCY ALARM EL 93.9 4 1 1/2' PVC FORCEMAIN RING -TITE PRESSURE PIPE 125 PSI - ALUMINUM LADDER IMMEDIATELY BELOW OPENING 2 SUBMERSIBLE PUMPS PACO PUMP PIP 700 QA PVC TO G*ANIZEO PIPE CONNECTOR PUIP STATION NOTESt 1) GROUT AND SEAL ALL MANHOLE JOINTS TO PREVENT GROUNDWATER SEEPAGE 2) DUPLEX CONTROL PANEL IN ELECTRICAL PANEL ROOM TO INCLUDE CIRCUIT BREAKER (EACH GAP) HIGH WATER ALARM PORN R LIGHT (W/PUSH TO SILENCE BUTTON) MAGETIC STARTER ALTERNATOR PALO ROTO FLOATS MERCURY SWITCHES) HAND OPERATED ON/OFF SWITCH (EACH PIW) 3) PUMPS (2) SHALL BE PACO MODEL PIP 700, 1/3 HP, 115 VOLT. SINGLE PHASE. PUMPS SHALL BE CAPABLE OF DELIVERING 40 GPM AT a FEET OF TOH (EACH) COMPWA Itsim MII11 1 STORM DRAINAGE PLAN RECSIVEf7 NOV � 1 44� 1994 PUBLIC WORKS jefaLfLabn SHEET C1