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Permit B95-0395 - LES SCHWAB - BUILDING
City of f Tukwila {�. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0395 Status: ISSUED Type: B -BLDG Issued: 05/14/1996 Category: NCOM • '° Expires: 11/10/1996 Address: 6804 S 180 ST Location: Parcel #: 362304 -9106 Zoning: . Type Const: III -N Type of Occupancy: SERVICE STATION Gas /Elec: Wetlands: Slopes: Y Water: TUKWILA Sewer: TUKWILA Contractor License No.: LSCONC *110PC TENANT LES SCHWAB 6804 S 180 ST, TUKWILA, WA 98188 OWNER HOME DEPOT Phone: (404)433 -8211 2455 PACES FERRY RD NW, ATLANTA GA 30339 CONTACT PAUL CASEY : Phone: 206 584 -5207 10116 36TH, AVE CT SW #109, TACOMA, WA 98499 CONTRACTOR L S CONSTRUCTION COMPANY Phone: 541 447 -9162 P.O., BOX 66.7, OR 97754" * * *•k * * * * * * * * * ** *•k * * *k * *** k k* 1c•k* *k * * * * k***• k******• k * * * * *•k * *•k** * *•k * * * * * * * * * * ** Permit Description: CONSTRUCT NEW BUILDING•: FOR ,TIRE CENTER. ` SETBACKS Units. 601 Front: .0 Back: , 130 `• Buildings: .0 Right: •0;,' Fire Protection SPRINKLEREU UBC Edition: 1994 ; Valuation: 664',428.90 ' Total Permit Fee: 5,925.53 * *•k * * **Ii* ** kilos** k**** kk* kkAk*********** 4' 0c** * * **k* *** * *A * **** ***; - *.* * ** * ** .. Perms _Zust,J1. Zciou. , 45 ' Authorised 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 of any other state or, local laws regulating construction or the performance of work. I" am authorized ;. to sign for and obtain th : ilding permit. ,/ Slgnatu �•r f Date �''�J .,1Y=" 9 Print N ame:,,6 _ - / 41-5/22 ,4 Title -. - - ,42,0e, 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. • i. . CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98188 THIS CERTIFICATE ISSUED PURSUANT =.TO,THE REQUIREMENTS OF 307 OF THE UNIFORM BUILDING CODE' CERTIFYING (THAT, AT THE TIME OF IS,S,UANCE THIS STRUCTURE WAS IN COMPLIANCE WITH - ''THE =VAR:1 t11S ORDINANCES OF,T,HE CITY - REGULATING BUILDING CONSTRUCTION OR USEF-AND "ALL'�'APPLICABLE CITY FIRE CODES! FOR ; ;;':THE FOLLOWING: i it Tenant' LES'' SCHWAS Petrrni't No : BM9S• -0395 Bui 1dinc Addre 6804 5.,.1`80 ST h ' Su ite 'No; 1 ,,- Pa rrce,'1 # 362304 -9106. ,Owne,r: HOME' DEPOT , s s ;t . Occupancy: ;SERVICE, STATION , t ,?' Occupant ;Load: .76; Occupat)cu Group zS' =" /M , j =;, ` ` 7.: ,+ ./.,,,, ' Type of Con$t I 1.1 -N te Pi Vr 1i • y} 64 { } *c w % f ' , '* ? y F ' :�. , t f t t Al } Y . 'A y . � ., is .., \ * p , :, J r S ' . it i ; J ' :CO �'T'UCT r :NEW~ BUILDING FOR TIRE,CEN•TER, ..F. " ...... ;9 Ul ,.. �� '' j \'' ,; i . ` 7 ' � :, . 1 } }1' A f41 / 4 ` w { s ir ,,ti '',' .�:.BU LDIN /OFFICIAL r f,,. j ' . -P DATE .1.,.,;' i • THIS CERTIRIC'ATE MUST BE°'CONS POSTED ON THE PREMISES • • • • r.— t, ".,..'r4`;. ,h; . r , , "i' 4 i! tI. yyy v ' tn}F. W ' o ` KS H f tRw 1' —mi ! "zttz.ii•L `, 5 r*t; ;t M+' %^!'t. • * ti; * * h * ► A 1 * 'A •A * * * •M1 :i i• A A r * t< •A ::.4+4+•i4444'1. . • ; •k • h ' * 1r 1 k * * k * 1 1• •F• A * :4 r CXT`f OF •fUgwIi.t!, NA ItepoYnLodt 03/27/37 TRANSMIT *** *4s•A *A *•A•A *.* * •A t * * * * * *xA* b.d .�w; --A-�r "i�C�i1, *4,RF• TRANSMIT Wulnbor: 6003015 Aalcun4;t 2000.00 03/15/96 1'Ix00 Payment Methodt Method CHCCP Mutation: LEf; SCHWAB TINE Irt ?.t MEV Permit No: PW9 i-•O3r54 Type: P4-HAUL HAULIt4t F art:o l Not 363304910)6 Site Ftdclr•astt 6SO4 c 100 ST ( Loc:at;ient 6004 3 100 ST Total F4et.i t 2025.00 lr;is Payment 2,000.00 Total ALL Pi tt,t 2,025,00 Bal anr.t t .00 A•* 4r.4 4.* f• 4*4iI•u• *ik4A4* ** * *dt4•/: *A• **1 *• *• 4* * * *41:44* * *•4• ** *k4 **4*** **# Account Codt: Ur.:scriptiran Amount '000/345.B30 PLAN CHECI( _• UTILITY 10.00 000/342.400 INSI' FEE UTILITY 15.00 000/3E16.900 BONDS/DEPOSITS 1. t 9'S.00 • • ray Fog 1`17 /yup • ,tt ;r „ r:.at.r, • :.i; ?; C3..A a, xe - <.- • >I' v0.1 J.i W 1�' ,, �! �l �y TUkW it Z John W Rants, Mayor ,470„... O I ' d ' ` e ' ; Department of Public Works Ross A. Earnst P. E. Director 1908. • March 24, 1997 LS Construction Company P.O. Box 667 Prineville, OR 97754 Re: Reimbursement for $2,000 Hauling Permit Bond Tukwila Les Schwab Tire Center Permit Number: PW95 -0354 Dear Sir /Madam: Enclosed is a check in return for the $2,000 deposit made as part of the Hauling Permit package for the Tukwila Les Schwab Tire Center project, Your project has been signed off and this deposit is being returned to you. If there are any questions regarding this matter, please call me at (206) 433 -0179. Sincerely, • Sandy Y Permit Technician II SAL /sal Enc, a/s cf. Development File ^1 \tip radze, too 41 . .■ry 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 • . , , . . , . . . . • . . . . , . ".. . . •• . , . • , . . • . . . . . . .. . •• . . . . I,' • . , . ' . .. • .. . !" ... C' . •• ' . . . . ,• • • . . . . . . • . .• , • . . . . . . . • . . . • . . . . .... ... . . .• .•.. •. . . . ,. . .. . . •• •• ,. • • I •• I • • • ,.• •• , ••. . * • . ' ' :•• ''' ' . ' ... ';' ;.. '••• • :. • ;: i: : ':. • ..• • ::' , .• '• .' ' • . ' , • . • • • • • • . . , • • 1 • . • • • •••• ...• . ',. . • .: ' .;:. : •:;.: ••■•'•■•.••''. ''' ..• ' ' . •• '':.• •••• • • ■ .. , . . •• . I . b • • • „, • • • 1. .. • • • . . 1 •••• •.•••,' .. , 0 • •• • • ■ •• • • . •• • t .... • • f ./ , • • • • . ' • • • . . • ' • •••, . . • • •• , • • • • • • • , . 1. ••• ... • • . . 1 • I • . . • • .• •• • •. • • ' , • . ...■ •• • . , • . • • I • • i . • • • .••• • • • . 4 t • ... • • . , . . .1. • ••• .■ , , • • • . ' • 4 • • . • • • . • . • . l . • . • • . .... ••.'• • •• ..• •• , • •• • • . ••%••• .. 1.. .. • .. ,. . ••• • . • • . • • • • • • .• •• .,• • •. .• • • , •• • • •■ „ • • • .,.• . • . • . • • .. • '. , • ••• • • • •• • • • 6 .. • . • .. ■•• ■•■•• • • • •••• , .. ., . .1. • • . , •• . • ••• ..• • • , • , , . ,. • ,, ..• , • • • . . • • • • I . • . . . ., • t • . ., • • 1 •. . ••• • •• . • • • • f • . • . . • 11 . • . . . 1 • ••• . • •• • • • • • • . • • • ,. • . • ' ' 1 • • " . . • • . . • . ' • • I • ' 03/24/97 MON 10:37 FAX 541 416 5133 CONST -EMPL SVCS [j 001 ssN. oAlli A► Division of Les Schwab Tire Centers • of Oregon Inc. tve LES SCHWAB_ CONSTRUCTION CO. P.O. Box 667 Prineville, Oregon 97754 (541) 416 - 5162 Oregon Reg. s 61 260 fax 416 -5133 • Waatt. Rag 1t LSCONC "110PC 3 -24 -97 City of Tukwila Public Works Dept Attn: Sandy Leek RE: Bond related to hauling on permit #PW95 -0354 We would like to request release of the $2,000.00 bond we were required to provide for possible property damage during pre -load of our Tukwila Les Schwab Tire Center construction site. The pre -load is complete. Please send the check payable to LS Construction Co. If you have any questions, please call. Thank you for your prompt attention to this matter. • Sincerely, Cindy Prahl LS Construction Co. PO Box 667 Prineville,OR 97754 (541)416 -5251 Post -it"' Fax Note 7671 °ate3. p • RECEIVED Co./Dept. PMM MAR 2 4 1997 1 . -- f PUBLIO WORKS • ., s, ( SU :OMMER , N COMMERCIA BUILC /ADDITI j • �., "Oom '.h.- �� pietodding pe • appli cation (one for oa 'struu 1 Accoun Numbor T sots ( 2 ) o t followin [Spoclfications ,, Cy tructural oalcutations s ta m ped b a Washingt St ate l engineer , Soils re ort sta o b a . W S tato.iicon sod on moor Y " s�t♦3, 1�lc� fopographiai survey : $ ?• calculations stamped by a Washin Sta lice� ongin or arch itect t40 , '�`i�� `N Legal description '' •f 'w orking d stamp by a Washington State licensed architect; which incl .,<;::.; > > < »<;:,::.::::; <::; �:::::: :« << Silo plan .w s f , • Are hitec d I ;; >• S tructural dr ; in si:> cha �# rn fl cal:tl rII W n'� • Elrvapons i 9 ' i 5 ; ,a ••:Civil dra wtn s >�: .9 4 Landsca p i o n ,.; C om Ieted uhU ' P ty p a (ono f or ert pr . T.,, : •f ::SIX'(6) sots of civil drayyirjgs , � 3 NOT Soo u ap�hcaUon ern ghe •for spedllc utilit , :submitta a ' ;.:;: r ? : : : 4 . >::,:;. >::.;<.': <<: ;:.: >:r y ,: x t --- -' 1 0, s ; " CITY OF TUKWILI . ,a ; D epartment of Community Development — Permit Cente k 2 . ." 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 '.7%.\....., o 7 . (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER L2.5 Schwob SITE ADDRESS SUITE NO. ?) - ifs Cie o Ste. • (Sa -e4 - k - �-. --- INSTRUCTIONS TO STAFF O 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. DATE DEPARTMENT DATE IN REQUIREMENTS / COMMENT APpROVE X pONSULTANT: BUILDING - I "oZ0 -c{5� t2 2Z Date Sent - 11- -"Cj 5 Date Approved Lj_ ((J q( initial review RO � T D • C — T" - . 61 v_ii A FIRE `j q5 FIRE PROTECTION: I Sprinklers �� Detectors J N/A 'M qs" J /� FIRE DEPT. LETTER DAT 9: ky`" INSPECTOR: -- - _ t. INIT: — EL PLANNING ZONING: BAR/LAND USE CONDITIONS? Yes No L ' " k �D� , REFERENCE FILE NOS.: INIT: ` MINIMUM SETBACKS: N- S- E- W- PUBLIC ''2 c J,�,S UTILITY PERMITS REQUIRED? Yes No UBLIC WORKS I I PU .LIC WORKS LETTER DATED: , $ INIT: • - 0 lib 0 OTHER _ INIT: BUILDING - 5 - 1 .- q t TYPE OF CONSTRUCTION: CERT, OF OCCUPANCY? UBC EDITION (year): final review c IU -� �51 'V. Yes No (c� 5 INIT: t� t,� BUILDING r k - `t4 OFFICIAL INIT: c; • REVIEW COMPLETED AMOUNT CONTACTED OWING: U �,Q _ DATE NOTIFIED BY: ‘....._,2 J_'.C� co (init.) 2nd NOTIFICATION l BY: (init.) 3RD NOTIFICATION BY: A � 53 (init.) V* �es ./ 40 • M 01108193 BUILDIN PERMIT �.., APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boule ard, Tukwila WA 98188 :DESCRIP,TION AMOUNT RCPT .# DATE' (206) 431 - 3670 q .. 010-1 BUILDING'PERMIT:FEE` ,' ;. ::? PLAN C H E C K CHECK FEE , NUMBER 01 O5q5 BUILDING SURCHARGE It .S. .,. ; ..y. ; <f, , .; /..: /r: .° C<•. is {';' % .. (�. 3 < , OTHER .. :;:TOTAL: : SITE ADDRESS ( 1 .? SUITE # VALUE F CONSTRUCTION - $ The Home Depot Site — 'fr8- S, 180th Tukwila (-0 U) 1 9 ?DO PROJECT NAME/TENANT ASSESSOR ACCOUNT O o —14-- - Las —h TYPE OF Addition New Building U Tenant Improvement (commercial) U Demolition (building) WORK: Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: ConstructionOf New Building & Parking Improvement BUILDING USE (office, warehouse, etc.) Tire Center Office, Warehouse &Service Bays NATURE OF BUSINESS: Automobile Tire Sales & Mechanical WILL THERE BE A CHANGE IN USE? 3 No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 13,270 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IFYES, EXPLAIN: FIRE PROTECTION FEATURES: nX S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER Les Schwab Tire Center Of Ore• on PHONE 4 — • ADDRESS 1015 Madras Highway, Prineville OR ZIP 97754 • CONTRACTOR Les Schwab Construction Co. Of Ore•on PHON 503 447 -9162 ADDRESS 1015 Madras Highway, Prineville, OR ZIP 97754 WA. ST: CONTRACTOR'S LICENSE # LSCONCIIOPC EXP. DATE 10-1-96 ARCHITECT Casey Group Architects PHON (206)584 -5207 (ADDRESS 10116 36th Ave. Ct. S.W. #109 ZIP 98499 1 HEREBY CERTIFY:: THAT 1 HAVE:.( EAD AND;:EXAMINED THIS:APPL;ICATION :AND.. KNOW THE: SAME BE >TRUE: AND CORRECT : AN A TH (ZED TO. ApP.L OR THIS PERMIT. . BUILDING OWNER SIGNATURE DATE 11 I r OR r AUTHORIZED PRINT NAME Paul J. Casey PHOf � 1 ( E 206) 584 -5207 AGENT ADDRESS 10116 36th Ave. Ct. S.W. #109 CITY/ZIP Tacoma , 98499 CONTACT PERSON Paul Casey PHON (406)584 -5207 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 pos::ible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT It the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN R EVIEW 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 Department of Community _Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES I @o-c15 So- q ,orT„,-) , 1 MITTAL CHECKLIST ,OMM NEW COM MERCIA L gUILDING S lA DbITIQNS • COMMERCIA TENANT I MPROVEM ENT S ch s C ote building permit app l ic ation (ono for ea tructure o Complet • building pi, ermit ap • (one for each st Q .' anq n AssosSOr Account Number As Acc ount Number " • ens, which rncludv two '''' . (2) of the fo llowing T wo (2) s ots of c onstruction pl ,Spocifrc plan Sit •Location of Tenant space d rig a d ro so p ar S tructural c alculittrons s tamped b a W ©s hi n gton State licens king ..eng{rroor Landscape p an (if applrcab lo, r e , change of u i S report s tamped by a Washi State li c e nsed eng ineer a bu iding p a n t'1le ,Tonarit T survey ; • • Uso:of a d j acent • ( c o mmon w alij „tenant t Enorgy,c stampe by a Wa s hin g ton S tate licensed Overall dimensions o f building or squaro do tage e ngineer or ar chi tec t .....,... p reposed tenant space l i Flocr lan of p L egal do scnptron Te nant s plan with use of each roam •labelled • Working drawings stampe b a W a s h ing t on S tate lice N x u ww alis, e ri g w t a ll r and �ri alis to bo demolished architect, which rncludv: lions truc tron de Site plan r'Architectural dr awing s • Cro su ct ions s howing wa14 consw ction and method of ;Structural dra wings att a chment for fl o o r and ceiling Mechanical drawings •.. Elevations Structural calculations sta by a . Was State license C►Yri drawings engineer may • be required rf struc work rs to 6o done (2 s o ts ) �• L' an ds capo p OTE ; If any utility w ork is to be done, s ubmrf eparato utr 6ty permit Co mplotod utility permit application ( fo r e nti re • project) • a rid plans • iron a x. 6 s ets 0 1civii:dra w ing s E:7; ;.' ::::.: >: e utili : mrt: 7icAtion.: an d c hockh s hfor.s p • .• • , . .•, .,;�Y.;: :.;. `''lication one;for vachstructii' ©) N bmit See ub irry par pp �. subinittal•requrromonts Completed building p apP As s es so r Acco - ::•:.: �`'"� Na r r a tive ,; do scn bing eR s g n g roof, mate riaf being removed, and RACK $TOF2AGE • L� mate b eing i Complotod buildrng permit applrcabon NOTE A corUlrcatlon letter rs require prior to fina In a n d s ign .. .. U A � .:ra14 Acc Number o N of the permit T wo,.(2) sots of plans,:which Vncludo ANTENNA/SATELLITE DISHES Buil ding 11oo r plan sho wing Comp lotod bur{ • pe rmit • applicatio n E nbro spa ce where ra wil by locate �--} Asses Accoun Numb E � : 1 1' ' Di mension s of all a isle s Two ( 2) sets of plans, w hich includ T enant • space M oo r plan showing ra s torage iayo ut, arsk s and exits t J Srto Plan (showing bu ildrng an d location of anten nafsatoiVito dish). NOTE.:.include "dimensio of rack ( height, widt and l ength) aisl De tails an ta n nalsatelllte • dish and method, of a ftnchmvn t • and e w on plan ` ' • Structura calcula b on sstamped by a Washing to n State Ucensed r1 S tr uc t u ral c s by a Washington State lice [� `�-�:. engineer .....ay. be req uired ong s tor age S ' an d over) : .. ... . RESID ENTIAL ' RESIDENTI REMOD ELS.• •N SI NGLE FAMILY. DWELL INGS /ADDITIONS f Complotod buildrng pvrmrt appli (ono for each structure �� Complotod buildrn per mit application (ono or ea ch structure) : Assessor Account Number p Legal description : r Tw 2) sets o f working drawings which Inc • n As N umbe r Siote data • Two • sacs (2) o w or l in d . '•'" which i F un on plan. Floar,plan • Sita plan - ( p ton s how c/0,...7.!'•• odh drantlocaUan �Fo plan • in Cltrdo, acces brld�ng s howing gu ldi olovabons (all views). • Floor pl : wldrh ri leng al acce ) Roof.plan' Structu ing al fram plans • • Building vie •• (all views) � t i e s ° - section N OTE If Any utility work Is to b e d •provi u tJbry permit pppirca • .: ., ran p .. ......... • Str u6tura { .tr amin laps d lan be s u bm itted !3P • Washingto State Energy Codo data REROOFS [111......:%'::''''''''..;'...:' Co mplete d utilit p appiicatwn Com pl o tod buildrng permit applrcaton (one f• r each struc . • l ii. ( ln s situ plan showi utilities fl Assess Ac cun Number 1__ 1 Narr ative d o sc nbing;oxisng root, ma t vn al being romovod and NOT ?b uildrng srto • plan. and u hlrt y s ite plan may bo c ombrnod S materi •being in stalle d utility p apphcatlo and che cklist for • s su bmittal requkaments Addrtron topog andao rnlormatron may ba regwrv r f unique NOTE A c attr6cat r o n letter I s req uired p rio r to fmAl l nspe on an s ign • slto co ol( of the :P.• ermit -, ( ...: 4* ► %. City of Tukwila John W. Rants, Mayor tr ;` de ; Department of Public Works Ross A. Earnst, P. E., Director ' „,,i ..... _- TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: JUNE 11, 1996 SUBJECT: LES SCHWAB TIRE 6804 S. 180th Street Project No.: P95 -0107 1 Check No. :1395 =0395* Activity No.: PW95 -0354 Contact: Mr. Larry McMichael Phone: (503)447 -9162 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 10, 1996: Permit Fee PW95 -0354 Hauling 25.00 Total: $25.00 Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of the Certificate of Insurance and the Haul Route description. JJS /mv Attachments a/s C.F. City Clerk(with copy of UPA, Haul Route, Originals of the Certificate of Insurance and Permit Bond) PW Utilities Inspector (with copy of UPA, Haul Route) Development File(with copy of Application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 / 13g5 -15 / (.. H;?ULING :..:: Permit Nn: PW95 -O3 +rl Issue Date: 06/20/1996 Status: ISSUED Approval Letter: 06/10/1996 Parcel No: 362304-9106 E *:wire.. 03/19/1996 Site Address: 6304 S 180 ST Location: 6804 S 180 ST Start Time: Bond Number: 2.000 CHECK, End Time: TENANT LES 'SCHWAB 6304 S 180 ST, TUKWILA, WA 98188 i, OWNER HOME DEPOT Phone: 404 433-8211 2455 PACES FERRY RP Nril'.. ATLAi'4TA GA 30339 1 ENGINEEP KPFF CONSULTING ENGINEERS Phone: 206 622-5022 1201 3RD AVE :SUI T E 9010: SEATTLE'. WA 98101 CONTRACTOR LES 'SCHWA6: s '• Flionr'.: 5013 447-9162 ATTN :PUSS:;PARI•'ER .: '64.6 N MAMA'S HY'.. PPINEVILLE lR :'97754 CONTACT MARK; '_,.TEEPY Phn;ie..2 622- 582 KPFF .CONSULTING. EUIr3EERS', ` 1 201 . 3Rf; : AVE '.SUITE 900,' EATTLE WA 981 *'4k*k *•kk **k4 M 4h,• k .i'kkk ,'kkk** k k k•. i *** * k k 4* kk' 4** k*• i, k4kk• k !t,b k 4 h'kkk'.44* *•4 *4'44ka4 *k•4 M P I:a Ch f r Fee ' , 10, 401 I'n.uection � Fe•e`: .� � 1 ". �0O '`; ,`•, r ,'d. ;0t'her• i� ee : a. \ .'00 ',V r r f;r ' FEES:, r _ _,....r" ' 5 Oo * k * k * * •4 •k 4; k• ' *4 ` k * i * * 5 k k k '4 4 * 'A; *'k k k k 'k li'k k •k.•k:k,* * * :4 :4 * k'k k •k •4 •k k •Ai 'k 4 4 '4;4'4;4 4 k\4 *Vi '.k k •k k •4 k k •k k k The undej 5'f fined hereby apOl les-rfO; per�rn . : lon to perform hau1 attached Wrap in 'ace,'ardance , +with •the `to 1 1 ow tng cond i t i cns : `,' { : 1- traffic cont01 F1ag;,i.rrg, signing ard, !_oni,n . h 1 \ a in ac o danr.e with�MUTCD`�'f,or� :a.l l b, c r , .... i 2- Cori tr` •tor ^1 1; pr•o,v id e: cert�if ied I t,ld_ men .'to.'i tr•;f i o t p ;"a 3- r t.: c� n - 1 3- '.,wee•} j11r other W,Jse " to , t °Spitiiifactinn of Puhflc0 o ',�.', each nightkf;e.•r•ou route /,no''•flu:hi•ng`'-at•luwed:r. •, 0r=' ; tY` a 4- Not if')'c. i ter i`n_,'s �tor�'`'•berto`re 12 : 0l)., r : :On fr'i•day ec d,i nr '' e 4, ; Vic.. ) pr° e g.,lan:y;.•week: nd Vrork . , .:y :b ,- , ,,,, ' �;� 1 i �.: _,� +Gli - % >. .. Cf; -^ °• gi s t,:`�is v 1:ti'd between the wee k:da',vfho u r ,'.of 7 :.O0 a.rrr. av d p.nr, onl 6- Clean Arid remo',ie debris from ci catch .ba_ i,ns. in and n3und J haul ino vehicle ovide'adequate terporar�v acce�.:,,as no to in,terf , �ere with lather• movement ; Ord, eau �e , tru to Crave 1'Z over cu•rh:` ' of , f 8- All vehicl z,must Complete stop prior to'enter nq pub:t; c right -of -way. k 4 4 * * •k •k 4 4 k •k * 'k •k '4 '4 •k •k 'k k ±4 4 4 k �t k •4 'k •k •k •k :4 •k •4 474 w.+A •k k •k •k k k k •4 'h •k 4 4'4 'k';M k •k 'k •k 'k •k - a •k k k •k 4 4 4 •k 'k 4 THE PPPLI' T MUST' f'0TIFY THE INZPECTOR ;OF'''COMMENCEMENt AND COMPLETION OF WORK AT LEAS 24 HOURS ,:IN:ADVANCE. ,A33'- ,017,9 -: '_�,ignar::,re. ��.. C,� 0ate: 9.1 4�L4.. Z ; *•k ** ** k k•k•k*•4 * **•k 4 4 4 4 k* k ***•k•k•k*•4 4 4 4 4 4 4'k'k'k*•k•k'4 k•k•k **•k *'k•k•k k•k•k 4 k•k k•k*'4 k *'k k•k'k* k k APPROVED FOR ISSUANCE BY JJS I s s u e d By: lik(9/1A-Q Junc. 9D, 199 Authorized Permit Center Signature Date k 4'4 k* 4 * *'k* 4•k•4'4'k'k* *•k*'4 *•k k•k•k'4 k'k•4*'4'4•k***•4•k•k'k k'k'w *•4•k'k'k *'k 4 4.4 4..4 k 4'4 k•4*'k 4*•. k 4 4'4. 1 hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standard and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date • • V.. C .. CITY OF TUKWILA Address: 6804 S 180 'ST Permit "No: PW95 -0354 Suite: Tenant: LES SCHWAB Status: ISSUED Type: PW -HAUL Applied: 11/28/1995 Parcel #: 362304 -9106 • Issued: 06/20/1996 'k * '4 4,k 'k •k 'k 'k * •k 'k '4 'k •k 'k •k k 'k k k 'k k •k •k '4 't k 'k * * 'k * k k 'N •k •k 'k '.4 •k 'k •k k 'k k * 'k •.4 * •k 'k k •k •k 'k 'k 'k 'k •k 'k 'k 'k 'k 4 'k k •k •k 4' k 1 'k k k Permit Condition_,: 1. Any material spilled onto any street shall be cleaned up 4 immediately. �.f•- . ✓fit r r �t i h . "a ;=,:r?-, ' + L i 1 ) < '4 *.,, • , ',/ , :;.4,,j.,;;;-' ,. •�F.�� + t llll '� �! t '1 , t,i, J •- , • f �,, by `: '4 .. + 7 •' . ' )'',.x ' 11 q l f 41 1 _� �jt . J ' if 1 � 1 t��, / 1 t\''''''''''..NN r � '' ✓ t .., �r+ .��,,, 4 .) .0 ti1J , A.: , } r i r 1 't t 7 , A tc ,,..„ 114/ :4 ,si e ,;, k, \I .4 \'') Y \ • Lti '4‘,, 1 .44:::?: A )1.-,.....,..44 0 . , , ,,,.. ; 0$ , \ N so t ,q Win: , - , ; L � t '✓_ F F § oili 4.; /, I y, � i \ ';* • . ' fit „ 01 cat 1.4./.:1 4 ,,„ f / r n q , \ f ,, -.7% _ � : : y^ 4 t 1{ lo t • .,..,,,,„, . 7.1: oi,) . • ' ;7.7f--,•-:: L i , • N o t rAD% t.. q . )1 / 's ' ! • Y1 YiRp / r' 'fin,, t4. } .' 'r "4 > it . r 1. 'a r t,' a. N ,te � °y:;, ', i ..4 l u t ,� X1 l , 1ii 4. . .eta ' $,.c L '. „�'�.:. ' '' • .:. r w ,r.--727s / /� ( /�� )R / / . � ) .. y % J..ri1•f.: %:$: «HX i4'.'.6.`!;C.: <. %�.'.!C, %i i5, �•• r%!/ r! y , �! i ir.. Y.• il.!; FJ. yr lr «C•:�.N.�f.: �urf,S4a}r• } . ; ? :! ; '�r.'.fyFi {,... % %�. .f. .... 3 lr M' .7 �1 "./ .. 'r'� ; < i <f 3 a. N,. t • , f .... . • 4 ' F1 k: j� ' S� },. , 9 y .. %,. � , ., DATE • s # . > ±I d�,fs�f 05 w. i• • ..n, .: f::: >r ;: 3 :r ; r »:rn4r }f$x > f S : nr f rii 4. nsnns.ve#' s ra ra}»•inr�v.�'`u gOUr,4:3 .4: rr} ga;?:> WP..w,G' I.,4 SG7Y .cui ',.<4 i0:: /. r ! . ''. !.'.!Y:,. } !., f . .... ,., >' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Olympia Insurance Brokers ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 315 East 5th ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. O. Box 2007 COMPANIES AFFORDING COVERAGE Olympia, WA 98507 COMPANY A Travelers Indemnity Co. of IL INSURED COMPANY Stowe Construction Inc. 8 4224 Sumner Tapps Highway East Sumner, WA 98390 CO MP COMPANY JAB D },' u/ ,+f,r f '•i ; ,• } ::r :: r : M1 f•YRf :ry• ? �. - rr / f f i Yfrr: , '+•'+'} Sy+ : . ' r '�' • 3 . r ' .y "%il S ' S. � !/rr r r � ;:::• i } %rrr .r.RS ,.[ : S •• r • 4• , ., •6 ' rrjv,'�, Y / /�Y. ; 3; 3 : '+~ af t . R . „ } r r r n rr s }> , ,> ,,>.,, s.:..Yy..... , ; s : � : "',, . ; f ;,<,�.�� , sr, : 4&; f � ' s . � � ` r , .✓ n> w>. ba} ui6�} aw.> m! r3ni�w }� fc��.rowsovb:c.rS.JW .s:• ri '�3.[.w .. .. v MASA THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. . . CO LTA TYPE OF INSURANCE POLICY NUMBER POUCY DATE (WA/DOIYY) LIMITS A GENERAL LIABILITY 347K359- 2 -TIL95 12/09/95 12/09/96 GENERAL AGGREGATE $ 2,000.000 X COMMERCIAL GENERAL LIABLITY PRODUCTS • COMP/OP AGO S 2,000,000 in ? I CLAIMS MADE e OCCUR PERSONAL & ADV INJURY S 1,000,000 _ OWNER'S 8 CONTRACTORS PROT EACH OCCURRENCE $ 1,000,000 X Stop Gap FIRE DAMAGE (Any one tiro) $ . 50,000 MED EXP (An one ponon) $ 5 000 A AUTOMOBILE LIABILITY X ANY AUTO 347K359- 2 -TIL95 12/09/95 12/09/96 C OMBINED SINGLE LIMIT $ 11000,000 ALL OWNED AUTOS ' BODILY INJURY S SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY s X NON•OWNED AUTOS (Per aorklent) PROPERTY DAMAGE $ ' GARAGE LIABILITY AUTO ONLY • EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: 'IOS; .•.}:.Ta;T:•;: } ` EACH ACCIDENT $ ' AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE ' S — OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION MW 1 WC STTU• 1 IOTH=` > }• ?;;?`.; ^•,, }k<}i `; <', •.o` TDRY LI l ER , *.S }'•:x:{:` }.:,i , EMPLOYERS' UABILITY WASH.STATE FUND EL EACH ACCIDENT $ THE PROPRIETOFV —' INCL EL DISEASE • POLICY LIMIT Y PARTNERS /EXECUTIVE OFFICERS ARE: EXCL EL DISEASE • EA EMPLOYEE $ OTHER DESCRIPTION OF OPERAT IONS/LOCATIONSNEHICLES/SPECIAL ITEMS - -- Re: Project #P95.0107 eqe• 014 , ,. .;; r /:} , ., :.:: :. :.... }.:::r..:::.t...,:. }. ., .,} }. ... S! {:�xl..f: •Rj: r % . i :: ' .: - : : , • . :.4/. } : :• :� /iS« :S$. C "•' � � �Yl.• . Y i ::Q... ',..46.:>” t$ ' !4:: !:.} ,S,.3r.::f,S•i!r. :9fft: •Y.!. .,5�.'!3c;. ,• ;f >•> .,},•.:>S)r 4 y ' i' ' 't : r'' }!''':::• 4> •}`#• +n• 4•hy ' §,',t : r•. �}4.0 .!1.. A: : C)l:. �CATt4 ::��a.�.�i.�:a.;%sr!;,�!�' ... :•:: }:.r:: ,, �.C���C'.�;��� •,33' 'orb:"' � < ' ,.. :...:..•. [.r.r.r..r...,.,.,.,,.r. :.: vxG: nd»}: r•<': to:: �5 ::c <::,wSS�$t;VwS��dC ��':�. }4�tL'.A ` a�x2i<. Aii�iw:�'ir.�,lS�.EiS}t%k.�L�2Y x4'�' �l�.a'��''R:��k'''t'•'£i:: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Les Schwaub Tire & EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL City of Tukwila . DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, P. O. Box 667 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE OBLIGATION OR UABIUTY Prineville, Oregon 97754 . OF ANY KIND UPON ' , E COWAN ITS R PRESENTATIVES AUTHORIZED REPRESENTA q ..!...4...v.v mr[+••n,,,v.• tw W.!: r!,! v`• �i•. prh9:}} :SjM,,!},:,N,.,H.!�<S!!}}Yx,SM; 4,SS:Y^:S!.. r: »xL.�••?'. .::}: Y f',{Y:. k}:4:,4•,�$!SS ......,,,,,,o Y•' r :[vq",}•...'•'•4�C•: :!}�^:'M}jS}�'. }.}">„+• ww {n+w[!+.•w:o�KM..a�.w!'!•NMy,,: n `GSS:2;, ?y:4r'2•Y »y } }: :,. }. }:•:• . }:. };: .: }::: •. :::f `•`:. .:::::•>'+s. • mow .:n S.: •:r' �Y..,•'}..�•::nr.}:.. J! <4:k: }:.3� Fn:S•r o . lil ..• y oflow . "�� .�w .:� •2x :.. !• }:.,!•::S•r,.•::.5.:::::�5[:4 ,.: <>:SS•:•: • : ;7. :•: •:.a•: •: a;.o..,, � {. �,..5: :.,Y:S'; •:•7 :•.4 •.,:..,•.}. ri•: }:::: <:.••: 4!s. •:f •. .;. •. :4. �Y:i� i •S.t!'.iarilG '�. ...{!. ..�. .�, �f: � :!!•i;:::.........:.....n... :.. r.......: f.•::v[[S•..:.. . n..:......:,.... r. n..... ,.}i..SiY:.v...4} }....nJ.{.n,.: [:.nMY!'fR!•S':...n.. n..l i... ...I... ;, ..5... }.'}..$.:..: �:.�`�T�.R :MT�i }. v . ., COMMERCIAL GENERAL LIABILITY POLICY NUMBER: 347K359- 2 -TIL95 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS. (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: Les Schwaub Tire & City of Tukwila (If no entry appears above, information required to complete this endorsement will be•shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your ongoing operations performed for that insured. 05/30/96 10 :48 12541 447 8367 LS LIMB. INS. 11002 �rTires _ hi.= ' LES SCHWAB TIRE CENTERS MAIN OFFICE P,O. Box 667 Prineville, OR 97754 (541) 447 -4136 Telefax (541) 447 - 2530 May 30, 1996 Attn. Mike City of Tukwila Department of Public Works Fax: (206) 431 -3665 Re: Liability Insurance Our company has elected to be a self- insured ca p y corporation. Our company agrees, at its own cost, expense and risk to defend any and all actions, suits or other legal proceedings that may be brought against it or its employees as a result of the negligence or alleged negligence of it or its employees. We are self- insured in the state of Washington. LES SCHWAB TIRE CENTERS OF WASHINGTON, INC. fi. James Kelley Insurance Department RECEIVED MAY 3 01996 TUKWILA PUBLIC WORKS THE NORTHWEST'S LARGEST INDEPENDENT TIRE DEALER WITH OVER 250 LOCATIONS IN OREGON, WASHINGTON, IDAHO, MONTANA AND CALIFORNIA • 06/11/96 TUE 16:20 FAX IJ002 • H 3:514 i-j-- . � � P.m $ RENTO e � ti •.. ). to N .9 . „ p o . 01 t o itl...... r. ma , - I 0 0 ., 72 .. b ►, 6 N 1 R. 04 . • W 19TH ' NON cridigialli 1 firli11111v.. 1101)etlet.1.5 ' n �',.' • ,L ongacres Race ?rack Ili'' ; _ ,0 .. a • 'IN o ` • 1 i c iFSI ^9 a ( _ Wig . v� . Bwi,.. ,. 2� MI W J ' • • ilipl x A 111 A • ND 19T > co F y fffl 757 U g 'MA. ` Kt • Vi one II ° ► .w. 7TH 4 ,0•00111181 , . 'I• r . .4 - .,, , . IIIIM • 18� L •. r hi ' u 1 y, S ii ti ele J b Ir r , • tit :IT .i ....4 ,,,, V RNER'1DE / t r • st y 1r r.114 MO My et' - jall . [P ' ..:e • ' S -• . Is /I. c0 SE 9 . . ...! .. 4 � lilt' 819411 , - w• 'Alin a1 e W ��• N ' S. .B1 H ti IN , I 8 200 ` 8 , l a u x .• w I i 0 �• 1 _II ,� , 02ND 8 141 i fA y s o+T I ' 04TH 1 . 1 7. I W 0811, : 209 S H r� to m' 1 • . • � _ 108Th S • •11 S i 8 2 I �,ta' I 1 �. 1111 I 1 F : 219 , . 1 y RECEIVED a 1 1 . ' � J JUN 1119 • 8 2,N D � = 1 - I TUKWILA Mal PUBLIC WORKS I co .1.1 a _ 1 1995 Monte 11E.2 + �+■ QS -039 . • •• �••� ••••••••.••• •••• •.• •. !: fl / H /•r %f } % %Yf. NYh'NIN %fi If' lfhi} {' {iS % /.•%l r• >Y: ' I. l � Y :,.•,i Y L , • .. ? f ?!� • : rr f � � X . � •.F � /.dft'V /.:• F � %d »• ,f:�.; f.. . r /' , } 1 r }•�:t• ' A c n r i \l F.r Y�fs *{ ]� / "" • a y y��.jY}�; y f }?. `: • . j is r „. w i / W/DO/YY) Y/. ♦y 74. 1�:. 'Fi ,. :•1'!.I..T' "Y: ?:� +7►'. 'S. ! >: Hwy' h h .. S J. �rF f/ fh 3Fl "4 � rrrl��r h � wrvhy:. S • 1N. •r,�i�I /wr,YSYI Y. L w • JJYYh> i YNYncY. rw rr, Ym >YiiNmYivNfiwr.•«SGkfG:�lvcfr?w .Nr.fforr #tar,}rr.'fr: •�Y.fiff«✓fCOfj / „rJ'.!wi„ff /,✓ r ` .r '� � .Oi� DATE ( 05/30!96 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Olympia Insurance Brokers ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 315 East 5th ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW P. O. Box 2007 COMPANIES AFFORDING COVERAGE Olympia, WA 98507 COMPANY A Travelers Indemnity Co. of IL INSURED COMPANY Stowe Construction Inc. B 4224 Sumner Tapps Highway East Sumner, WA 98390 COMPANY COMPANY JAB D F,wS' ,G: t d % .: dL �..r:.Y % r ,r ry : f :r s < f rr• rrr r :r ..:. Y :r t�t��t(�i,� t-¢ c• S{::' ��fY:' �k��s�' %':�s`�•S°{i :�`fk.f•..: %wy Yr. , S,Sw� , ”; } }�,• ` ¢ / < y� r �rf > /. / L r; .'���Y��t, �,” ;�kFb',kii9fi`•. a ' r � { �i � r � NYy` /it tt '• , ✓,.:s; Y V' .kl E A•O.ES : Y w}Yirbn:SwiS.»t .£ti aC '/S ii { : 2 r rl: Y � � kr Gr» ww �d�f 'rfFfl.•i:;�.cw'.'. a�'+. id }� 'A.%�S!'t�Zw i > /a':d • ' y {# h Y rr N:>. ST,:}>Yrr % %N%w» » Ni 9.'> ,Y}•r• N%WX4Y Ai'N)d> .,.3'�' •�'.NU.,<.. •fit f fw's>Y. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. . CO TYPE OF INSURANCE POUCY NUMBER POUCY EFFECTIVE POLICY EXPIRATION .UNITS LTR DATE (IM/DO/YY) DATE (I.MIDO/YY) A GENERAL LIABIUTY GENERAL AGGREGATE 3 2 000,000 347K359- 2 -TIL95 12/09/95 12/09/96 X COMMERCIAL GENERAL LIABILITY PRODUCTS • COMP/OP AGO $ 1000,000 :lin ( CLAIMS MADE © OCCUR PERSONAL 6 ADV INJURY $ 1.000,000 OWNER'S a CONTRACTORS PROT EACH OCCURRENCE $ 1.000.000 — X Stop Gap FIRE DAMAGE (Anyone Ike) 3 50.000 MEG EXP (Any one person) 3 5,000 A AUTOMOBILE UABIUTY C OMBINED SINGLE LIMB $ 1 X ANY AUTO 3471059-2-111,95 12/09/95 12/09/96 1,000,000 ALL OWNED AUTOS BODILY INJURY _ SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY X NON -OWNED AUTOS (Per accldenl) PROPERTY DAMAGE 3 GARAGE LIABIUTY AUTO ONLY • EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: s! :r '>"%: > :.,:. <. ?; EACH ACCIDENT $ AGGREGATE $ EXCESS UADILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE E OTTER THAN UMBRELLA FORM 3 WORKERS COMPENSATION AND WC ST )14 OTT ;4? x;} ti j3 > $ f .,•'.,'. EMPLOYERS' LIABIUTY WASH.STATE FUND TQRY LIMITS I ER t�, ...r,..r...w•rs ::.:.. EL EACH ACCIDENT 3 ^ THE PROPRIETOR/ INCL EL DISEASE • POLICY LIMIT $ PARTNERS /EXECUTIVE OFFICERS ARE; -- EXCL EL DISEASE • EA EMPLOYEE $ OTHER DESCRIPTION OF OPERATIONS /I.00ATIONSNEHICLESISPECIAL ITEMS Re: Project #P95.0107 h:..r ru /...:.... F. :x :.?'ee.y}': }:Yr•• }•.};: i:: % :. { : rv Y } ; ..: rrr 5: ;;:..:: f • }:.r:.:: •: �fxi:• 2•,,: .. �.; ... ...,. 4.:... . a;F v ' • . •:,. .. .; . lry + � ' .' :S` {e . {,.,;. �, .. s..;v"'�Yf{y ?..1 .,.::f ;'c � .,Y, :: _:•s : 'c;2 { f: t�� •�C Y {.� •dfi }:•'Y•: •.� ri }t.; ;:. ;.¢,; .; Y ..rY, :rf;� i LL2.$•:.},r r ; 5. Y,:, .: �!:• > -' :• } > ;,}.• • 'd, ¢ i . n : { Y•J. rL. 4;'!:''' 4' 1s" 1r�, Aiti. �} 7: 5.;? ����. wrc2. 2. r. Y{• c..,:...< a:>. f> i. a:: o:: ti.v fx{aw.,•�:vcaac:kwcs:o'�.rR; �k7: t�: 1 ,' 1��:;, 6c sii>`$ G%' �: ab. �a :°P'` •�t"�YY,•ffi`. r�' •. 9 �Srks:WcwtY2:•.;:. SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE Les Schwaub Tire & EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL City of Tukwila 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, P. O. Box 667 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBUOATION OR UABIUTY Prineville, Oregon 97754 • OF ANY KIND UPON E COMPAN ITS y, . • R PRESENTATIVE& AUTHORGED REPRESENTA _ Or„ .;r it •..:,...•» , ...;: xiy r,:? k:;.• f�": t?:: f:< rvr,. r;: o:;:;;+. .Yrt:;:.,::Gr <,:a:;.gs{Ktyaie.� .: r. ;'•::•:Y;'Y :w.K.•%t • f. Y.o'�yYw,�f .:r,.!! :L}�fr•:' ^:?9{�,:a ...; e:4r,.xo:e . r..a..«.ww... pry..... r .,r:•KN,..iS,TT."J. >... :.w•.. r... : ....: .:.t•.:: :L`<°.'(•.: t•..:::.. a :::•:, f:.r::: Y.`.f,. 3, � :. t4?^ : .. : r L. ...: AY.faY::•:.o::..:.:c: i;::fY:2:•tt } } }}.:.:: :�:i:2•f:: %�t•�i }i:i:..:..... r : >..: r,.•r4 r.•, :::. w•> N, .;.:• >f {•: :Yt }.>} } .; , L;:•q :. • fi' K .: CORD; .�` .✓� : ::F. •r::3:::.:.f. •: <L : <....../ . .. (.. r. 9. .r:l.:.Y. :i:: :`r•:: ?.;,. ,.,.;;..•. <; ...;.r,; • .. :....rc::..:r....r..... .}. Y.};• r.;:.:. r:•:>:;:<.}::.};::..:::...:., rY:.: d:>.:• S• w:,::.,.,.:: r:: a. frr .::......:�s:•S.,.N:•..r.,..aY � <• %:. . �;, L.¢>.• 5,.::••,.: r ..�'.:...�' scM= � 4,w � .Nr �� yw �� / �1��� .... �. '.::: �i r.!Lr »;; /,rr; :...:::fi. .... :..,.. .S1`!`f[.5:!T)•:7I�w S:•.:.. - -1ci b q5 . . ..... !`-�' �� ' city of Tukwila - - ila Appiicauon # p o .... 0 ( c . ) .-- ) ' 4 • 1 � '' * . ; Central Permit System - Engineering Division s : I ; • IN s 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 .,„);:.........t � ,''_-= /968 UTILITY PERMIT APPLICA O ,PROJECT > > is Site Address: T Afery1P Pefiol S,' — 68/O .S, /60 , 7-4/A...../1/4 INF Name of Project: fie$ S y //c' T/'re Ceri/ee. Property Owner: L B 5c4iva,i Tire Centers rd Or e on Phone No.: (S03) 447 9/62 Street Address: /0 S' Neap- S gi , h ova Fr in e vi' /k U ' Cit /State/Zip: 977S4 Engineer: KP.Ai/ Cons u/I/ Eli Phone No.: 622 •S Street Address: )20/ 7A ,'r ' ve Su ' e 9D0 s /It 1../. City /State/Zip: -, el Contractor: L es £c Cons/rucdion Co, s,' Orelsi, Phone No.: (.503) 447- 9/62 Street Address: /015 A/4dk' t ,ghwu ), Prineville ; C>JQ City /State/Zip: 9773 King Cty Assessor Acct #: 36 2.304 90 4 Contractor's License #: L.SCONC 110PC Exp. Date: / / '6 PERMITS` <;` ❑ Channelization /Striping /Signing ❑ Sewer Main Extension Cl Private ❑ Public REQUE ST, EI) ❑ Curb Cut/Access/Sidewalk Storm Drainage ..". ",.. ' ❑ Fire Loop /Hydr. (main to vault) — No.: Sizes: ❑ Street Use Pta cis- 0351 ❑ Flood Zone Control c� ❑ Water Main Extension Private El Public Hauli CocYDS 300"S i , P re p ❑ Water Meter/ Exempt: 6 l4 q 6� Land Altering � — No.: � Sizes: z,► 7 O cubic yards (Pre leg 4 ) Deduct ❑ Water Only ❑ " J Landscape Irrigation )4 Water Meter/ Permanent — No.: _L ' //2 Sizes ❑ Moving an Oversized Load ❑ Water Meter/Temporary:— No.:_ Sizes: Est. start/end times: Estimated quantity: Date: Schedule: Sanitar Side Sewer— No.: J - /4S LF ❑ Other: r r WATER METER;` r Name e ,$ 7j Ce.lers o OP A Phone No Sc1_< DEP,OSIT•tY r << <i< ? < ',REFUND /BILLING;.,« Street Address: qm G City/State/Zip: s q hf e M MONTHLY >?<>€ Name: Z el 5r. , Tire Ceolens oT ©re Phone No.: soA >` Eil LI N . GS .. :T:W:'04.fi Street Address: sGw, e City /State/Zip: s 4h, e Water Sewer ❑ Metro ❑ Standby :;DESCRIPTIONOFPROJECT<' ❑ Single- Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex . ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums Nt CommercialIndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University Retail ❑ Manufacturing ❑ Hospital ❑ Other: Et. iiil New Building ❑ Remodel/ Square footage of original `[ii(ISCELLAtJEOl1S 14 d Sq g building space: ; 11 FOR M AT' 0, f■I Square Addition Footage: /3 70 Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $.50. 000 :I H• V,E4RE z.; THIS APPLICATION °AND KNOW; THE; SAME., TO SE;TRUE ANDCORRECT . Applicant /Authorize'��l!� Contact Person -I / —I/ eePy e K��-A Agent Signature: / / IC / (print name): Rr Print Name: 'Q } S.UL 3 : E .` •M4 nsc :SS : /20/ 7 ., 4'& j S4,'e 96'0 Y OF T Wll4i/ 1/ r8�B/ Phone: 62Z - 5 - 822 Date: `} /2v �9 Phone: 20 rea//7,((e Date Application Accepted: 11_. a 0 5 NOV -2 71aR i Mplication Expires: G - .O ' Co !1A /9' Q) ., ... ...... .:..: .. .. ,.... _ .` ` . . „ ,.1 j J� , ', ,. . .. 7'e r t .' isx61 X15 ©S95 j ,, City of Tukwila s 1 � .{ . g —__ W. John Rants, Mayor ',, t' •••. ` , Oaf ;.. _ ; Department of Public Works Ross A. Eamst, P. E., Director 1908 N OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: May 30, 1996 SUBJECT: Home Depot Utility Relocation 6810 S. 180th St. Project No.: PRE92 -023 Activity No.: PW96 -0127 Contact: Mr. Jay Grub Phone: (206)251 -6222 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON MAY 30, 1996: Permit Fee PW96 -0127 Hauling 25.00 Total: $25.00 Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of the Certificate of Insurance, Hauling Bond and the Haul Route Map. JJS /mv Attachments a/s C.F. City Clerk(with copy of UPA, Haul Route, Originals of the Certificate of Insurance and Permit Bond) PW Utilities Inspector (with copy of UPA, Haul Route) Development File(with copy of Application) �i a 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 .., HP.ULIU& Permit No:• PW96-01 7 Issue Date: 05/30 /1996 Status: ISSUED Approval Lt tt_?r: 00 /00/0000 Pare el No: 362304-9074 Extl i r c-'.: 07!29/ 1996 Site. Address: 63111 S,180 ST • ,Location; 6810'S 180 ST s ta 1'i m e : Bond r'lumbt : (.3$( l� r. Erld T i me : TENANT 'HOME DEPOT USA, INC Phone: (404)433 -8211 • 2455 PACES FERRY. RU NW, ATLANTA GA 30339 . • OWNER HOME DEPOT _ .. -• -��� �. Phon : (404) 433 -8211 • 2455 PACE'. FERRY Prt•- '1�tili 1 � , •"�_i ` } ±i . ENGINEER BARGi•IPU5EN EN�3JU (,':1.14 ---7 ----.4-,..!1411-4::-. ';�F'f�c�r�t. 206 251-6222 1821 5 721'40 A'U'E , ' T WA (98 • • -..,_, Cgtr0TA�: T • JAY GRUB .s,, ,,,;", r 1 4, 't ;ti i 'f1 fi:.'� . �n i '# i 206 � 251 - Co:.?'`'.'. . , BARGHA . "�`r.014 l.11,.1 I141,3 '' ;I,IG1- . "?.''' 1 8 ' '`•a 5 fi t l� A 'I1� 4 ' WA " ;Eit !1.3t h r � _ i;tl ft F.A +: TtIH. A��TI�JE ,�tt� "1i'P.1: c` r i F'1� � �'S , ' .h k Cffi L�.►1_9Ey� ?G • 1 1304PURt J M ' PP NW ,ys31 ' ,C1I)1 (' R ' ii4A ,' .;;t� ' g+v t re ,� '` n„ 'k.k k k 'h 'k •h. k •k A 4 k . k ,, k''k •A k k yk;,M k •k •4 k� •k •k •k * * *\ 'k •k k 'k 'k le 4 4 * * •k *A ;k 'k { 'k ' ,10 'k •k 'k •k .� •k h •4 i .i '4 .--7 er,'fi+,'4. Ve ,s ' d AA A `3� fi '1 k k s r Che / r:t o; 6 ` ) t OL•01 • 0 , ' `, ) f , , 4. , ; . 1 . ' • fI '+ e trtiun Ft+,e: 1 5 . it.11. �''' . 'k A k •A Al k k 'k • ' •k •k � � ; ( 4i l'i;,*6e : v%"A''''t . s, AU 0 ,40 ■'\.1, . ' ' t 4 •k • * 4 k k k k k' :k 'k •h k •A '�k '4 'k`'k• •k r,�,r4• •k k 'k •k k * •k k k 'k k k 7 * k ky f�tb 3 •k •A Y Q;yt, 4 1t k •k. 4 k k k k 'k k 4• 117e ,ro de if gn`e,4i 1e 1 ; b�+ KAp , ic' "'^'f t "' I i sin 1 per'011 �':% =�i yrl to pert' or nit.h, A LI: g r` attaoned 40. map in t ); 'co d ;in ce >aw i t T rtl7 ftil 1 W 1)19 41 ki°ia'n5r' 0 1, 1 F 1 4a !R+ )4,g , :-.7. 1 nI .,pid....� c) 1i� 0 I) 0 \140 � n a�'•r� ti ca rl c e w t 0 r. ) P' l.1 rat it l r t r �a t t lc �.t�rlt tt�r' 0V �a 1 rtiv t de c. 'r o t i ��i +t' 1 +�itt!= :, t' 't i co r" ' ,, ,, t t .., \ ; 1 :r` trtai t c i' L 1 s tl 'i ,e4I :`' , t .re`" ti, tt f .... ., i .141 t? 1' '��1 „ ,, _ .. � / v ;_ 4, ��' , F . 1 '7 '. t 'a 1 :lc,t l llrl ti r • U�' +:;f 17'1:: t?liL {1 n i 91 r-our t Iiau 3 i tiI, !t c vo 'f,1 icli rs;i "- ii" 9�° . to N'' 4 PI o r i f i VIA Its liect b`e•'rtVe 1 : 12.OL Cil'1r gill it "1• ay pt'e e ki 719 da r' eel: :end wk. .+ I l'. rill i WI f b etw e: e ri • the weeI; d al y tt:r' sl f•.-, r O a.`fu , ii c��":i . + . ill . on1 _y . + ' 6- C.1ea t 91' ° � •r' ► l p t o d;'br'i. from city Ii' tc -h b ' a ` i.1,':` ; • 1� ` n and . `,4 9. rid t t►1 ir�u i ., . • routes . A !� 7- Provide t � ouat e tem + access i s 1st. o i� 1_" { ' fet e with b e veh i c l e !�� w y v 0' "" Y � � hi ovemer t \ i U rtl k :"re 0tC': t "' ti V - lt } r '''''cU ' #' � s .• ',Y , � je 8- A l 1 vehie..1 muc. Mt l :e cbmLI1et,e s entt top pr'ic�r' ,tt� 1 : 1 0 p�lb ,. #c. ri +�jht- oaf -wtay. • ' 4 � o 0 . w' t..4 (n 0 0 fd l • -4 py it 4J ! �'bt f / / k .k k k * k •k k 'k * •k k •k k •k •k •k k k •l �•' ;t k k k •4 •k k k k 'k •k •K: �' 'k .rl�'sk:'* • i •k'• A. k 'k •k k 'k 'k •k k •k •k • t)049j k / k A k 'k 'k •k 'k .k b k •k. k •k k •k k THE APPLICANT MU'S �` , i 1 Y . �,�1F' l� E��� , T1 j '' : ! ' g i7MMENC,E , 1'Z 6 , `� •p:1�1Ct COMPLE 1 I ON OF. T �i:. i 1 H C I r�. WORT. Al LEAST 24 HOUPS4 C+VAN+.:I:. i'4.017'y ,.0,:•"44,, ,,'' • ■ '_11grliai:ure. -- `i- -'� '` �'�~ -+ "ctL. • __C.- • - -9 - ___ • k k 'k k 'k 'k •k 'k •k 'k k 'k 'k k k •4 'k k 'k k •k •k k •k k 'k k •k h k •k k k k h 'k •h k k •k k 4 k k •k 'k 'k k k 'k k •k •k •k 'k k 'k k. k k 4 •k 4 •4 k •k •k 'k •k k •k •k •k •4 k •k •4 k k APPROVED FOR ISSUANCE LAY J,i':1 • Issued Bv: �� _' _.. IU�� �'D I • � ; 11 Authorized Perm , Center' 'Sis�n;ature Date • k •4 'k 4 h k •.k k •k •k k 'k k •k •k k •k 'k •k •4 '4 •k k k :4 k 'k •k k k •k •k 'k •4 •k •4 'k 'k k k '4 'k •k k k •k k 'k k •k •k 4 k A k k •k •k •k 'k •k k k 'k 4 •k •,k •k •k •k •k k •k k •k k k I hereby certify that the ' permit .holder whose name and address appears on this record has ::.at'i sf•aCt'or i l y met the standards and Conti i t f ons for the project approved herein. . • . Final Inspection Approved By • . Inspector Signature . Date __._._ . n . - , z .. w .,... ......,_....... ,.. _..•, o \`_ C I i OF 1 It K I L A Address 6604 S 180 ST Permit No: PW95 0355 Suite: Yen ant: LES SCHWAB Status: I: VEC; 1`'pe. PW -LA Applied: 11:23i/995 Parcel 1 4 : 3623049106 Issued: 65;14/1996 'k 4 • • 4'• ••• •'4 • 4 k,4 • 4'4 9 4 4 4'4 4 4 k'• 9 a •4 '4 -4 4 4 k 4'4 a 4'4 4 4 4 4 .4 4' 4 4 r 4 4 4 4 h 4 4 4 4.• 4 4 4 '4 4 •4 4 4 4 4 4 4 4 r• Permit C o n d i t i o n s : 1. Temporary erosion control measures 'ha i : be hip1eti)Q t•ed as the first order of business GCr prevent sedimentation 'r 1 - itL or ilito i.xisti(CJ. ,tOV')VP : drainage faci'iti:?.. 2, Hauling • over 50 c,. shall require application for a Hauling Permit prior to :an:t'a_,=Ociated activity. . 3. CONTRACTOR S1-EALL' FOLLOW ALL`. THE RECOMMENDATIONS OF. OF THE GeoENGINEt, $, Eti1'CCH RE"tiF'1 f.'ArEL'a' AUG e., 1,995 et REPORT AfaL'.E'f1f 1 f1 'LJA1 ETi AUG .1 ,1 !?95 . 4. AS —EkUrL Z '..1'TE. F'LANS 'SHALL ' BC SU8MITTED 10 P U O L I C .WCJF'i:;_, PRIOR •1'J:), FINAL SIGN'—l; ' .. t, . , s 14 r : .� P:. �: p .l ` ,. t +' J .. . • • . t :}} y :; :.}jx;:ia:• \, }•,. } }:.,xn•:,., ..,• x... a; :{: •:: •..:,.. , :.... .:: •„ •. • •..,..: ........ .. . . .. :; :;;.,. Wilt •. ,w::: {: �.. ... .c; ., „ •• tt: ■ • v:. "r: <.•v :: ,n\ ,., }.\ .,: .... ..... \.1. .. {.. {, ..,. .,.J ik, :i . { h .. : ::x {S2 ;{..q} }. } : ;:r ?: , {,,. `., .,: :.v;. �i\q,{}av,:. n�.} �\ \v{t ,1'•} ...k.. v: .. �..{> t ::o ..: #' .\ ::� ;� a•�C`�t }� > u DATE(MINOD/YY) : •`: A G ®RA .2; }r� CY a :`. • y { { �. ;{ J.: ', v2f,.`• k \ fi � a}:� 2 : ERTIFI 1 ,•'•t�, LI :III ,.}: �•2c �y yj��! ^!y!a \+} ,;, \ by �• i�2.a.�yj C \., .., ....., . ..v I R ' .. 3,•� ....,,. \.. }.• •, {v .2 • . /!I�R\ •� : ' \ \ }h•,\ 6 vvA �,'•. \:}: }::a�•n �., ., v2. \.,,.. },'•: J.• \, '. �`.n`•}}:; v \ 05/30/9l/ :.... \ x�. r�\ r: o:,\\ v{ a\ti aw�n�}\ �c: t: , \,,.,•.\��•:2,. <:'.•'ti.,,.,i,. ..,,..,, a,,,,,,.,•, c, 2 , 2,,.,ti i„\ ��: 9.: t,^.\ a{.{• }R� \:42i:;•:�# \rf <x•....r. .... ,.}....... \.. ..... .... .S� ?,: ..��o YRODIJCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION j3rsiltrud Middleton Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 4701 South 19th Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. O. Box 11205 COMPANIES AFFORDING COVERAGE Tacoma, WA 98411 -0205 COMPANY A CNA Insurance Companies INSURED COMPANY Active Construction Inc. B P. O. Box 191 COMPANY Gig Harbor, WA 98335 C COMPANY VRR D :Y �` , " : :o }\x`,•ti. 3,\ •2222 •Y <'.e,'t�•:`. 22 \:, '} :•! \�+`:2:, \ \ • •\h. • ,t : . •,, `t�•2ti#'t. • a1 \: .k •.:t2j2 \.;2 :Y:,�: �.�<�• wc�,VA�,,,,'^\„^, ` .�,?:�', .,:v:�����a`t.�:'' � :�3�.`\Vx2a` „Z £; •:}sue„ \t� \���c� a�'�: • , :, _ ,� • 4`���� , ,` , .. <\ }` �2:� cn c:+ THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED 10 THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCEQBY PAID CLAIMS. CO LIR TYPE OF INSURANCE POLICY NUMBER DA NV POLICY TE (MDOIYY) DATE (MIN DlYY)N LIMITS A GENERAL LIABILITY C122429041 12/31/95 12/31/96 GENERAL AGGREGATE $ 2,000,000 _ X COMMERCIAL GENERAL •, • LIABILITY PRODUCTS • COMP/OP AGG $ 1,000,000 1 CLAIMS MADE CJ OCCUR PERSONAL & ADV INJURY S 1,0,000 _ OWNER'S d CONTRACTORS PROT EACH OCCURRENCE S 1.000.000 X WA STOP GAP FIRE DAMAGE (Any one tire) $ 50,000 MED EXP (Any ono person) • $ 5,000 A AUTOMOBILE LIABILITY X ANY AUTO C122429055 12/31/95 12/31/96 C OMBINED S INGLE L IMIT $ 1000 ,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY X NON -OWNED AUTOS (Per occident) PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY • EA ACCIDENT $ ANY AUTO • i::£; <i> Ji: '•'s.:>i >Es:;'s.? i2:'•i? OTHER THAN AUTO ONLY: i {i;;.':;::: #E::•'::; � sE a: ;:: EACH ACCIDENT $ AGGREGATE S A EXCESS LIABILITY C122429069 12/31/95 12/31/96 EACH OCCURRENCE $ 5,000,000 UMBRELLA FORM AGGREGATE $ 5,000,000 OTHER THAN UMBRELLA FORM S WORKERS COMPENSATION AND (WCSTATUS 1 I OTH :c i;4:; ?> ": >;`:,%;Si >?>`i >:' EMPLOYERS' LIABILITY WA STATE FUND TORY LIMITS ER ; ::2s2• >: ::<:;: _<:,:< :::.::::::.::.. <..:::: ____ EL EACH ACCIDENT S THE PROPRIETOR/ INCL EL DISEASE • POLICY UMIT S PARTNERS/EXECUTIVE OFFICERS ARE: EXCL EL DISEASE • EA EMPLOYEE $ OTHER DESCRIPRON OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS RE: HAULING PERMIT ADDITIONAL INSURED ENDORSEMENT ATTACHED ;, �:;... {.;� •{.v�'. t; p•. t{y ,.. - y \ \ �. + , \ r. .. 4�� +\C ": \ c ��{ \ w: ,\\ \ \} \ tip... j ]. � `e\'r r\\'\ 1t N\\h�\ �.qy% ,.`����i� i `iti M`M`ZQ \ \ $ $\�\ \ \`i. ` . `",�� ' `\ . �. �i. ` S•.M.•.�., �♦:' �. Akt, �i�`•\?. �SS #2r' \�"K`T•,RWi•P•i'i„\`����� {� ELSB��� v� h�`� i,����, x, \1��+ ��`���•\i �#��.. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY OF TUKWILA EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 6300 SOUTH CENTER BLVD. #100 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, TUKWILLA, WA 98188 BUT FAILURE TO MAL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABLRY OF ANY ON 'THE T HE COMPANY, AGENTS OR REPRESENTATIVES. AITT REP ✓ /� 2 \. V'•q'•: +, \ "• , •j} `v:, V \ 1,, \ t, \ \ +T} \ \1 YV}. \\ VR\ \\ • Vw4 / S' }� q 1 \�.; C 4 �".7F\`.,�', . .. .2 A.fi \, \\ �•�` \'\ � v+,� • ' ♦ �,q, {�2`'C.'ti,.: \ � \ \',v't. \ Ar9 5 fr.A,. r �, : . g . � NF }'... •: '"' \}a . � ♦+ } \� . :$\�{vV �i S :M. \ \ V. ' .{ 'S }}h \: 4 1,' \�� `.'.\ \ :� �q,\•OW1,��.i .. . .. .. • St ^ 0 INSURANCE COMPANY OF AMERICA , IAL INSURANCE COMPANY OF AMERICA SAFECO FIRST NATIONAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 Bond 5865916 LICENSE OR PERMIT BOND KNOW ALL BY THESE PRESENTS, That we, Active Construct Ion, Inc. as Principal, of P. 0, Box 191 , GIq, Harbor , WA 98335 and (Street and Number) (City) (State) the SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, as Surety, are held and firmly bound unto City of Tukwila, 6300 Southcenter Blvd„ #100, Tukwl Ia, WA 98188 , as Obligee, in the sum of TWO THOUSAND AND NO /100M NNNMNMMMMNNMMMNMNNMNMNN MNMNMN NMNNMNMMMMMMMNNNMMMMMMMNMM Dollars ($ 2,000.00 ) for which sum, well and truly to be paid, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Sealed with our seals, and dated this 30th day of May , 19 96 THE CONDITION OF THIS OBLIGATION IS SUCH, That WHEREAS, the Principal has been or is about to be granted a license or permit to do business as Haul I nq Perm! t by the Obligee. NOW, THEREFORE, if the Principal well and truly comply with applicable local ordinances, and conduct business in conformity therewith, then this obligation to be void; otherwise to remain in full force and effect. PROVIDED, HOWEVER: 1. This bond shall continue in force: ❑ Until , 19 , or until the date of expiration of any Continuation Certificate executed by the Surety OR © Until canceled as herein provided. 2. This bond may be canceled by the Surety by the sending of notice in writing to the Obligee, stating when, not less than thirty days thereafter, liability hereunder shall terminate as to subsequent acts or omissions of the Principal. Active Construction, Inc. _ Principal 4 0, Cotop G pckp o n i• / // / gji SEAL AIW4 Air 4:41. .. „AV/ 11 4, 1953 oa SAFECO INSURAN COMPANY OF AMERICA BY /�i'� L�.-L •fit Karen Swenson Attorney -in -Fact Bratrud Middleton Insurance 5-12351EP 0190 PRINTED IN U.S.A. r , C (`. • POWER SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA M OF ATTORNEY HOME OFFICE SAFECO PLAZA sFEco SEATTLE, WASHINGTON 08185 No. 0634 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation. does each hereby appoint ■ ■JACK P. SUTTON; STEPHEN FELTUS; RANDOLPH J. CARR; DELENE M. LOSCH; PETER J. COMFORT; ROBERT E. HEILESEN; KAREN SWANSON; DAVID McCALLUM; KATHY M. MELLICK; JAMES H. SPRENGER; SUSAN K. HIATT MARIE TURNER; CHARLENE ZVARA; ERIC ZIMMERMAN; BARBARA A. JOHNSON, Tacoma, Washington its true and lawful attorney(s)- in-fact. with full authority to execute on Its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of Its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents • this 9th day of June • • 1e 95 . CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V. Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary. and any Assistant Vice President appointed for that purpose by the officer In charge of surety operations, shall each have authority to appoint Individuals as attorneys -In -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character Issued by the company in the course of Its business . On any instrument making or evidencing such appointment. the signatures may be affixed by facsimile. On any Instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be Impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such Instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (1) The provisions of Article V, Section 13 of the By-Laws. and (H) A copy of the power -of- attorney appointment, executed pursuant thereto. and (iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof: I, R. A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations. and of a Power of Attorney Issued pursuant thereto, are true and correct, and that both the By -Laws. the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 30tH day of May , 19 96 S- 074/EP 1/93 Registered trademark of SAFECO Corporation. .. ,. ... .. ........... v— .,•a :...r.._..., r..we.m._w:s... .t. ..r,w J..4....7 :. .'Y,i.,. x... .,..i ...tir. ri iT err ..li. ..... r«n..l .. . «.... a.- .r. «oer.k nxrr. \TiMVnrlxl. t«v .lYt. ✓.,.. bwl24y`tH.Tn ,S'%!9'Y ?. .. N%%'. POLICY NUMBER: C122429041 COMMERCIAL GENERAL LIABILITY • THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES or CONTRACTORS [Form B] This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: CITY OF TUKWILA • 6300 SOUTH CENTER BLVD. #100 TUKWILLA, WA 98188 (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section I1) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. RE: HAULING PERMIT CG 201011 Copyright, Insurance Service Office, Inc., 1984 - • • . . . . ' 011 • . . . 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J ..v BS 1 " " • ..; ..t. .....y, ii!.. a ,..., ...:, I.. .....„, 7 - i 1 -; - " A Wan • = .../1/11111111111.1111111,1 111"111.18°"11 BMW L.VaintiterriPaillgri." • ( ••• kV: '.) '.‘• L' :... U1111111111.110.11111VIM t , 8 " 9 44 MVINEEir zawrEE .1Mris,.:11z.nr ClitsNEFICCESZEV ranliMning: .1 lis ... .,,, xi& ricrv• • o.... MAY 29 '96 04 :31PM TUKWILA DCD /PW P.2'3 r �4 . 1 . ' -A a w qs . City of 7,_,cwila a �at10n # . . a4 t ti -'',. Central Permit System - EngineeringDivision -' . t Via o : 6300 Southcenter Blvd, Suite #100, Tukwila WA 98188 Phone, (206) 433.0179 s `,yr� 2 '` - -- UTILITY PERMIT APPLICATION '`"• `.''oa Site Address: AIM 4' 1NFOR1t�fAkEON,' - 'i - +r >�., <<;•:.- .... Name of Pro ect: .,�� !.s f / .., .� l�/,� Pro•e Owner; a pen ti , Rhone No.: ., 0 , (p , _ . 9 Street Address; sr - -lj f; City /Stateflp: _�FRA/ 0q,/ ,,QA.. Engineer: e 2G �fAv , e ±)6u) f1ac, /.4. g2 s -- Phone No,: ‘3(2f1: 05 /. c, a�� 9 Pi '; Street Address: 1 Q?IS `7 vj Snurlt City/State2 / <�. t 2A. 9Fl3a Contractor: 4CnilL. C n Rue £ioJ, ,77,0 C_._ Phone No.: 60;(c ) p5/.. Street Address: _ P_ Zta flA d City/Stat 1 RoQ 3i 9� - King Cty Assessor Acct #: Contractors License #: 4 C: T'. ✓C- • . Date: , . 9 i��P If J' °`► c4, ❑ Channeiization/Striping /Signing ❑Sewer Main Extension ❑ Private ❑ Public � , 34 /Eti idatk ; ❑ Curb Cut/Access/Sidewalk 0 Storm Drainage : ""' "'I rl "-- , i • . 1`: a ❑ Fire Loop/Hydr. (main to vault) -- No.: Sizes: ❑ Street Use ❑ Flood Zone Control 0 Water Main Extension ❑Private ❑ Public xl- lauling ❑ Water Meter / Exempt:- No.: Sizes:_ ❑ Land Altering cubic yards Deduct ❑ Water Only ❑ ❑ Landscape irrigation ❑ Water Meter / Permanent - No.: Sizes ❑ Moving an Oversized Load ❑ Water Meter / Temporary: =No, :.S Est. start/end times: _ Estimated quantity: Date: Schedule: ❑ Sanitary Side Sewer - No.: ❑ Other: :V. ATEiily' "`'y" Name: Phone No.: : t �'° ' "' Street Address: '•A � f.[JDl�1SE:fK fyr' City/State/Zip: : :AJW1Y::s L Name: x � 3:a Phone No.; ■ ; :1 I iliNG c E .: .4 Street Address: _ City /State�p: ❑ Water ❑ Sewer ❑ Metro ❑ Standby ad i;E?!1•'idic r+t gffeilJ C „ ❑ Side- Family Residential ❑ Multiple- Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums ❑ Commercial/Industrial ❑ Office ❑ Warehouse ❑ Church ❑ School/Col : ■ e /Univeratt • ❑ Retail ❑ Manufacturl • ❑ Hos • ital (il Other: at, I, &( vD %oc, L1 o ' ; , :' ;: " t' rr +° -. r "� ❑ New Building ❑ Remodel/ I �. _ Square footage of original building space: �; Square Addition a:r� w r� , ; =:. Footage: footage of additional building space: ALIPew King County Assessors valuation of existing structures: $ Valuation of work to be done: $ o-.ow +.. n '45-1042.4:11- rs:.•o- � werm•wrr: } .rw' a .4tR: ;; r., •;�. 'dU %: ' "VA: rr,r c w...r +t+ rrtwrr -w:or i..• a Y•+• tiY . ..r •n ER E :rAa "'�f`_?k =fie r� ` __16::_ . � < .-At"- ..! = Applicant/Authoriz ��j�� ----•5 (print name); Contact Person - Agent Signature: A` •6) 4 ii.) PKlc'`.- _Tat cuts Print Name: os -, i. to A cv ,„ ,s Address: 0 BO' 191 \ Date: - S. ' 9 ( Phone: Leff 1 �5 / -Z� 91 P �'-�,O 2ARhoR A 2,is335 Phone: � .7 8 .... 2 . 1 e • Date Application Accepted: Date Application Expires: 04/22■92 95 •039 .. . ..... .. n .........n i-. r^ rr rr r, k' YQ %li: {' 1glRR„R„!1,R,„R,M, ,,.,•. •. .. fy r:•r.rr Ul.•f� /cff' % }ar} /. :!rfi %r q!!! {f; i � '%SH4�)% < }f ;% r. +•:6f} /} 'C' . A ©n . Y. ;/ • y. /. }/. f. H.•i f %/.ry r`. ; Y }i ON Ar::� {, n• rr r r, r r +•rr f) .. t A9 J >I G/ NO2 4 a s . j $ Yr Z Y r •/ r rr a � . I: f } i r r DATE p (/�/ y�Y . ?: ��a, ., ' , ,, /�! S'r 4i�/w f'' 'Y ` r.,• S iy ri '•� 'r,'�, 1 f.}• .' y� r3f r , f s ,'^"'^^ ' , I Y; .+' Y ' ti h!et .f• {: r. w ., 0 y� . ' .:ro a`;. 'ki ?� ' : I . 'r . :.)� l' . , olor h•�i r� ' g ✓rr a ,•r : :. 4 r . rik: : :— ,,i. e..: :%rrr r r 4 x, .i: :r r +r j41.::: :!!N!tl r . }, :,n....:.,1/4.,0::,,t ••• : S? 'rt� ?,.. /.. i 0 5/ JO /96 . Si: Y/. JiY/ hSY. rAYh: 4ii'/, Y) YhYl�: CWx.. rF' aa...•. xr x. x+.,,..• :r +:w. +x.J;.:. /,,...,..7r.: // .• , urL:. 4 : r G,..l. + +rx5•r. " ✓,ff PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Olympia Insurance Brokers ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 315 East 5th ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. O. Box 2007 COMPANIES AFFORDING COVERAGE Olympia, WA 98507 COMPANY A Travelers Indemnity Co. of IL INSURED COMPANY Stowe Construction Inc. B 4224 Sumner Tapps Highway East COMPANY Sumner, WA 98390 c JAB coM 'f,':yf;:: 'Sr', F: :t'•. ;f :• r :r:, :rrtc`f:. "/` {74y :.• {r :x ,� {,r.Y: %. r {.. �f+ f , �4:;, •. . +{ ;ff'•,.'r {..: rr`fi.: rF; { }`•'•rhr.;Y <::.aa•: ifif;n,''. {� }fr,'i. :7:ri'S ?. •f$ir{F, / +t{ f {.C1. > :r: r:x Sr: ,r/r. ..,!rS S'.`Ff" 4 <7 f;•;' .{S •,, 'r, tw L RY t!. t�.{f r , /.F;.Y+,s�,.; ✓.,d <, { 27.`•• +,• F } : +. C�r• 'f ) } , r vi! . rr Y 7r € r Yrc}.,.: r r, : 9r r� , • { r ,J.rF {p L • + I h , ..) :: N •, ..{ ' , • r • { x . ' •,r ;:CE3�I ERAG�,>�' r` � {� hN %` i•.'•'•:fw:tr +4+/ , . <.)�.•){ + r rr.• r :':Lr'•� rr) � f�. �Ywr).sd.)�i.r:bwirr�f�'Fr fi.�`• sfin�� � . •�wS�.. .j) / �/4'. +i{ yj; + >+ i i�r.+rr+rin4+ir YSY/hkLi>N I'rr�rrYY.)i/ Y'"M•�XY77+iC�S � rl ir�iAf•fIr l��rF.SY'irw >,+) ,M h} Yr i THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ■ CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. • . CO TYPE OF INSURANCE POUCY NUMBER POUCY EFFECTIVE POLICY EXPIRATION UMITS LTA DATE (MM/DO/YY) DATE (IAM/DO/YY) A GENERAL LIABILITY 347K359 -2 -TIL95 12/09/95 12/09/96 _ GENERAL AGGREGATE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY PRODUCTS • COMP/OP AGG S 2,000,000 iE v i CLAIMS MADE © OCCUR PERSONAL & ADV INJURY S 1,000,000 � OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE S 1,000,000 X Stop Gap FIRE DAMAGE (Any ono tiro) S • 50,000 MED EXP (Any ono person) S 5,000 A AUTOMOBILE UABIUTY X ANY AUTO 347K359 -2 -TIL95 12/09/95 12/09/96 COMBINED SINGLE LIMIT $ 1,000,000 ALL OWNED AUTOS . BODILY INJURY _ _ SCHEDULED AUTOS (Por person) S X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Por aocldont) S -- PROPERTY DAMAGE S OA ACM LIABILITY AUTO ONLY • EA ACCIDENT S ANY AUTO OTHER THAN AUTO ONLY: ? € >•!yrsr' ; %> "<t.'3,':•• #% ■ EACH ACCIDENT S • AGGREGATE S EXCESS LIABILITY EACH OCCURRENCE S UMBRELLA FORM ... AGGREGATE $ OTHER THAN UMBRELLA FORM S WORKERS COMPENSATION AND TQRY I I _M. '''' +}'% `'4';`i. •?f, {rii EMPLOYERS' LIABILITY WASH.STATE FUND I I <; ' j EL EACH ACCIDENT S THE PROPRIETOR INCL EL DISEASE • POLICY LIMIT S PARTNERS /EXECUTIVE — OFFICERS ARE: EXCL EL DISEASE • EA EMPLOYEE S OTHER • DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES/SPECIALITEMS Re: Project #P95 -0107 :r:: r:.:, r , .. r.... r... h,.) . F,r :. x:xy:Fy y r r • :fr 3 °Fr.L'f ' •�FFA:i• >.:o: +: ": �:: ' r••w`.v.:;'•r^ :a• •• 'r;''<r +'F• '),' y :tb; .. • yY r3 s `.• •) : ;.r,, +•).::::,r:. : •,.r;.r r :•{f,.....{:!•rrrF" vS r• ? . ! p ,+,> ,. <�>,:., { ; ^C r)r ? ` )wh {etag. {f .. Srr>{�jf Aga �`4. K tr! MM��.l. Y`rr;M��.r.r;f, }::. :!r:.� rr. ..fr{'C•r.,.3...}s,:�:: { ! t .,x.;{ f y %?f1� ' : )1. .....iv : ++•`!.'.. .,Y{ +!: +.��. .: >+/C 'Y �' ..4 aw : C �.IiT .<. ,.,,. ..>..... .;hhr.:rr.'•.�xr�•rf•: ..6:..{.. ..t:r .. f ... .r:• . {••. ..f r. �>�) i �'t#Ul��?.�fA.,{ ..... r. ••�:f�.��..,�Y:..+r�+x�.! ,�Al�C3�;:lATI� 4�' .�':, j .:::.. ::.:.:.::.:.:xx.:.:.h ::..::.... :... .<, �,<! ot43>.•::..•:: xr: n::• ...:h•..:.•:.•.•..+...:rr:t�vrY x <: kw. dr....... ..:....... :..:x...:..:.,::au4:: .rr v.4:a {:uL�:tt .2 �, 3 )'Sh {z4aYh3�vtior:lw✓r:7asi' :`+wYso:�"v`;LU:. SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE Les Schwaub Tire & EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL City of Tukwila 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 1', O. Box 667 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBUOATION OR UABIUTY Prineville, Oregon 97754 • OF ANY KIND UPON E COMPAN ITS R PRESENTATIVE& AUTHORUED REPRESENTA q : ru. + { ...;!I+wy ;ei++{r+.v�:•¢Y': bi`i, i9nf"•.' ff« r:; t! y{• w , < {.y.�::ff:!!, !er,+., waL.! a. H! m!{4 r.. t{ q: e!!!r,+tc!q�rq,,�;.'!•: r.;• x:{:p' : <f!!roK «r,.::!'•f'r{q,,,.?Y ..r isf! {.c..r..gw•..'w!f<•.+!�+,t�•r' r+rrr•�..T. ttr }�� ...!{•; :.,': INNWe rY... :S• {:r +,f:. nY•,`! {.+., >.) {{{r,,�•r. .�:., .. },, {:!++•. <:{ { {:: }•So t• r�f•r ff�S.r: ")3•+ :f:6,r : { >,'f »�!•,�;. , sr :•rfi :�f:� .:: :;fY; :: {hk !.{ ..<.. • % {: + + {.. .a rA.. i {•r'!.{r :f :.: +.•'x: /r. :2 AA r,: ....:..:..:t: <rr. r r. •:<,.. } .:.r.•.:c�::r{:.a...,. <fff�::: ..�ai:A �. : . :R.:.::�.... ..� ::r►V.V.f� .:. ., l 4wj< r. u.:!,:•..:{.: r.'• r:; ta• SSx• r::r rr:• Rft•) fF: Gr::.. r.• r..>; r.:: f••'{ rii;;•. rS:;;: er+. Y. r. ..,.. rr:{ „ ei:: .tfnrr. {. .:. t•. ..,. r,t)! ... ! ...... �i�i ... .... .. ... .... C #, ;. • .: :2 City o Tukwila _, ¢ 4 * �0 1 ( f j 0 ' J John W. Rants, Mayor 1, ,tr' ` '••• , oP,Re/ _ = Department of Public Works Ross A. Earnst, P. E., Director NOTIF CATION OF UTILITY PERMIT ACTION ,) TO: PERMIT CENTER f p FROM: PUBLIC WORKS ENGINEERING DATE: March 18, 1996 SUBJECT: Les Schwab Tire Center 6804 S. 180th Street Project No.: P95 -0107 Plan Check No.: B95 -0395 Activity Nos.: PW95 -0354, 0355, 0356, 0357, 0358, 0359, 0393 & PW96 -0028, 0038 Contact Person: Mr. Mark Steepy Phone No.: (206)622 -5822 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON March 18,1996: Vr- PW95 -0355 Land Altering (Preload Only) $165.00 5 PW95 -0356 Landscape Irrigation $25.00 ' PW95 -0357 Sanitary Side Sewer $20.00 c l''' \ PW95 -0358 Storm Drainage $25.00 \r ' \X PW95 -0359 Permanent Water Meter (1.5 ") $625.00 `4 PW95 -0393 Deduct Water Meter (0.75 ") No Fee k.ZPW96-0028 Land Altering (Finish Grading) $66.00 (' PW96 -0038 Fire Loop $25.00 Total Fees: $951.00 THE FOLLOWING PUBLIC WORKS PERMIT CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. This information consists of a copy of a Certificate of Insurance with a minimum coverage of $1,000,000 naming the City of Tukwila as additional insured and 5 copies of the haul route map. • PW95 -0354 Hauling $25.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file If there are any questions that may arise, please advise me at the number below. JJS /mv Attachments a/s 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) 431-3665 05/30/96 11:49 $541 447 8367 LS LIAB. INS. Ei001 : liresOR LES SCHWAB TIRE CENTERS MAIN OFFICE PO BOX 667 PRINEVILLE, OREGON 97754 * * * ** TELEFAX TRANSMITTAL FROM ANGELA HOLLIDAY * * * ** FAX #: (503) 447 -8367 PHONE #: (503) 447 -9479 TO: iii Y RE: ' . 1 % ' DATE: (53 (a TIME OF TRANSMITTAL: FAX #: ( q [1/c- e..S TOTAL # OF PAGES INCLUDING THIS SHEET: 3 COM ENTS: - / ,dL..( 6 - • .. ti Please call if you do not receive all pages. Thank you, Angela. RECEIVED MAY 3 0 1996 TUKWILA PUBLIC WORKS 06/10/96 MON 13:55 FAX E1001 (. RECEIVEL A Division of JUN 1. q 19 6 Les Schwab The Centers • 0f Oregon Inc. P UBLIC WORK ies. LES SWAB CONSTRUCTION CO. P.O. Box 667 Prineville, Oregon 97754 (503) 447 -9162 orepon Rap. st 2 @o FAX 447 -9X33 Wash. Re # LSCONC -110RC LES SCHWAB TIRE CENTERS OF OREGON, INC. dba LS CONSTRUCTION CO. P.O. Box 667 1015 Madras Highway Prineville, Oregon 97754 (503)447 -9162 TELEFAX TRANSMITTAL DATE:.__,_ Tune 10,1996 TO: Mike, City of Tukwila TELEFAX NO.: 206- 431 -3665 PHONE:TELEFAX NO. (503)447-9133 LES SCHWAB TIRES TOTAL NUMBER OF PAGES INCLUDING THIS SHEET: 2 IF YOU DO NOT RECEIVE ALL OF THE PAGES, PLEASE CALL AS SOON AS POSSIBLE: (503)447 -9162 NAME: Larry McMichael THANK YOU. COMMENTS: Here is the haul map for the grading permit • flfidpulryi i . LAND ALTERING • " Permit t Nc.. F'W 9 C,- t'O2Ci 1 Issued: 05/14/1996 Status: ISSUED J Approval Letter: 03i18..'1996 F'ro iect: LES SCHWA& Expires: 11:10/1996 1 96 Address: 6804 S 130 '.;T Location: 6204 S 130 :;T Parcel #: 362304-9106 Wetlands: Watercourse: 'Slopes: '•:. Contractor: LES SCHWAB CON'STF',lfCTIOP CO License N. TENANT LES SCHWAB 6204 S 180 'ST. TUK:,WI LA . WA 98.1 88 OWNER HOME DEPO ENGINEER KPFF CONSULTING 'ENGINEER'_, Phone: 206 62' - `.822 1201 T ;IIRD .'A'J ':ATE 900., 'SEr^,1'TLE WA 93101' CONTRACTOR LES CHo 'C0t* 1 PUCTl0F C�1. '. "P hone : 503 44 % -•9162 1'd 64G .':MADRAS PRINLVILLE OR 97754 ' CGt41'AC.T MARL( TEEF''7' Phone. 206 622 -5822 fwPF'fr' C0N LILl'•ING ENGI - NEEF :;. 1201 ..1 HIF:D• AV 'S1'E 900.,, SEA1'FLE WA 981 •4 •4 •k •M 'k •k •k •k •k 4 * M '4 b'•k 'k •k •k •k 'k •4 •k M •h 4 •4 •k •M. A •4 k •M •. 4 4 •A •4 •k 'k 4 •4 •4 •4 •4• k .i k •4 •k 4 . •i •4 4 •k 4 •4 •k lM 'M '4 •M 4 M •4 k M M 4 •i 4 :4 4 M 4 Additional Dee.crin,tion .t 300 ,CU. YD'S OF FILL FOR, F1III'SH GRADING RE1' ER 10'' +'EOENGINEEF.S : . GE01'ECH REPORT . .!' a1 r DATED AdS:.', 1,995 & ,,,, : :2 PAr3E'ir AG�DE•NDUM DATED r� ' AU :41995 ; - Cu . ,FOR GE0TECH /S0 �L RECOi ME r,OATIOtr' . 'S. % ',.,; \ , ..: �( F t . * ,. j ;; : 0 t. t�r•�ad i r�t�,r!�;iai 1 t Y`ar dS,) t.. :: .. �, F.-,i.14,1 } ,.. ,� ,... ` � 300 l r, � j. : a 1 have read •4 ' F i r`141,i t F ee : . .} . •• 4'- y � � . ; , i 2 . � ;5..iii a � � , i.<<�k�i . �r �' � ���t• r�4Gtlui7t 4'r4� it.l��� „�4' ,0 ��'a��1 P Ian C: h Fee' ' t.) ../ 2;i2 ,5 4 j,.� ��„r ;A,c do unt No , , 1 1l)0: ' 3455 : �tli .r ® � � � ; r� ' / �� ;r.� Ac.c ant No 1.000, ...: .:E'0,1 , � 1 r. sr r 1otL..li F ee : ;�, 0 . ,66/ °� i./: 1,1 � ; , Jl • 0 ( i k •k 'M •k •4 •k '.4 ' 'k •k ktbdVis 'M ' 'M k M •k •k •k •k •k 'k k •M •k •k •4 'M •M ' .1 k k . •k .M�t.,4' dr '4 '4 •k •.4 e k 54 4 . , :;t1t,� k •4 k .4 M 4 4 4 k 'M I hereto/ 1 v � I• tired � � m '.° 1 r 41 —t.h i permit 4. a d 1: w the same • t he tr• anti c `. ,,; e All pr•ovi , .iu ; r . ot ,1L w ' o r • d; i rra bc. , ` giva � 1 r•r�ing thi: work will .be cOiiipl1ed ,with. whether peq,it l;ed hi?r..ein ? car•' nc•'t.'1f e''gr•anting of this permit not pr'es.unre to give authority'to or cancel the provisions, af any other atate or locatl law�S' conc.tr•,urion or the performance of wort; ~,1 ;;m "authorized to sign for andoDtainth'i. Land Altering per•m ` :aermit =.hal1 become null and vci-'i'd�a`��'it.,'che work 1: net commenced within'J,80 days from the ``d3te'' is.uance.'Or• i0:,he wort; is ..suspended or abandoned for a o er���i; "lid :!ot °• 30 from the `�ltr:;t inspection. '•- t � ti ,:{ , :S ,, '•, S ., THE APPLICANT MUST N r:I ,I�id_;PE'CTOR OF C0MEUaMEN1 AND COMPLETION OF WORK A.' AST 24 H000 ,�N :ADVANCE. FOR Af!i .INS�PECTIOf'1 CALL 433-0179. 4 1 , 4 , 0 , M k 'k •k 'k •k •k •k , •4 •. 4 •k •4 •k . 1 , 7 7 , * 7 7 1 • 1 ; ; ; ; 7 1 : * 7 7 7 : 1 ; 7 ; APPROVED FOR ISSLIXrtNCE: JGJ'�; y Issued B 1r . i ���� Date: �� `% Authorized Permit Center Signature 4 •k •k •4 4 . k •4 •k .4 'k ,4 •k •k 'k . k . k ;4 :4 . 4 4 •4 . 4 '4 'k •k •k •k •k 'M 'k •k •4 •k •4 •k 'k •4 •k .4 '4 •4 •M •k •4 •k •k 'M . k •k 4 •4 'k •k k 'k .4 •k :4 •k •k 4 'k •4 M 'k .4 •M •k '4 k •4 k k 4 4 4 4 4 I hereby certify that the permit holder whose name and addre,s, appears on this record has satisfactorily met the _ , tandards and conditions for t h i s project approved herein. F i n a l inspection Approved By: , Crate: Inspector Signature ( ( -. f CITY OF 1 UF:WILA Address: G& :4 S 1aO ST Permit No: F'W9G -OO23 Suite: Tenant: LES SCHWAS Status: ISSUED l ype : F'W -LA Applied: 02/21 /1996 Parcel #: - 3€2.04- 91116 Issued: 45/14/1996 k. k 4. k y' b• b', a' b• 4. p. k. y. k' w. p' N*. k k. k. w. y. p. 4.p•4•b'k•N F 4,• k •4'k'k'M'A 4'4 f.'A'r'4.M'1.♦ k 4 Permit C o n d i t i o n s : 1. Temporary erosion control measures shall be implemented as the first order of busines_. ,to...pr"•.e.'rent sedimentation off - site or into e i.st.ing ,: torrn ,dra`.i ia+ e. fac3 l i•ties . 2. The site shall have' : perirarien L erosion con tr 1 measures in ;i place as soon ,is" ,posy i 1 e:: : after• f Enna 1 +grad i reg ha:. been completed and,'pt�,i • or to the F, pal In:=.pect i on . 3. CONTRAC1OR SiSALL FOLLOW;jGEOE,N�U1.1�1ER.' :,,, I NC.REcoMMENDATIONI'S PER GEOTE,C ;P:EPo rr;DA AUG 8 1995" A PAGE. ,REPORT ; ADC ?ENDUMT I AT �'13 . 199,5. " �/ ,.' • :_ , +: , 5 , 1. 9 ; rt 3 yy � 5 ` t ., ' Hilt 9 ti p ' ' ;_., T ✓' • S ` . '4' '4 t' ?j '3{ �, Y .tv . /' y ` / / ' ' ... z . S •.i' . C., .., :, ' d s# � I J „ � { i � \ ,( --.1-;r1,----.7 4 ' ' ,. _. o ,' ,- � :;k ytA.�;�i.lS rz,+' • $1 " :y . �4..} �.y . 3 4 , y / ✓ J ' • t S 4,704- ' •�i �r • 4 �l'•.AO` ,'"}1 . }/ % , r.'•'f "•• '1. , y f.rY�`f � ''' ^{alp ,: .:,. -et ' 7 ' ` '/ ' ''+ ,~v ,• .' ` -. \.. .0 ¢j rpg .;. ,,i:. - a: '•tti.'rs,.% -`ti:'4�'r"` w '440-1 "SR's '� '�, " O . ` FIRE LOOP /HYDRAN1 Permit Nc : PW96 -0033 Issued: 05/14/3996 Status: I'S:,UEI`; Approval Letter: 03:18/1996 Project: LC':J SCHWAB Expires: 11 ;'I0:`1996 Site Address: 6804 S 120 ST Location: 6804 'S 130 'ST Parcel #: 362304-9106 Watercourse : Wetlands: Slopes: Sewer: TUKWILA Water: 1Ul WILA Contractor License No.. r f ENAN1' LES 'SCHWAB 6304 'S 130 'ST, TUKWILA WA 98133 )WNER HOIIE GEPO :NCINEER I::PFF CONSULTING ENUINEEP'S� Phone: 206 447 -9162 1201 THIRD AV .$TE :9U0 "''SEATTLE WA "98101 •.. 'OUTRAN :l!'P LE'SJ SCHWAB CONSTRUCTION .00 Phone: 502 447 -9162 646 N MADF'P .`H1, PR,JN(.VILLE WA' 9 7754 .;ON1AC1' MARK:. ':�TEEF,. * ... : :, . Phone': 206 622-5822 t�P F CONSULTrNI '.ENUIr1LERS,, 12u1,. THIRD AV 'STE 90�i;,� :: EAlTLE WA 981 '4 * •b 4 'k 4 4 'k 'k 4 •k * •k 'k •4 •k't .'A!,•4 :4 •k 4 k :� ' 4' 'k •4 •X '4 •k k 'k k 't '4 %'* '•b 'k 'k 'k 'M k * •k k '4 •4 4 4 b •k '4 * 'k '4 •k '4 '4 4 •4 1 4 * •b 4 4 4 k k 04 •4 4 •b Additional Permit Ges.cr..:.ibtio,n: r. :, FARE LOOP!HYf.'F:AN1,,FOR .,NEW LE'S ''�,l :N1 fAF.J; BUILDING Existing 'zJ'uuire feet: Additional Square F'el't: New .�Jquat Feet: n " . : s,pe"tf :p ,. 5. l r° In - P t N .No '4C�,x' '.'�42. y0t�r >q1 1 , 7�1.''" Plan 4,14:3� Fee): *_, <, ll�• : + }�T ; 1 Act f+tc�': .liCtG 34 :x..'30 . , 1,1;AL FEE'S:? ,,,f.'....., _ i25 !l0 ir ^�,� Ac . ' 'r ', 1 K. i rig Co tri o� - - r a r i ssr I t y a i cob • !' _.. s '�'al'ii "aft' Con str«ctjo+n :4 , 00 r •4 '4 •k , 4 '4 .4 '4 , 4 ,,4 X74. k ,k , 4,y!`: -'4 , k 'k'rk •k 1k 'f�"4 '4 •k '4 k. •4 w' A: 4.&" 'k •k .h k 4 '4 •k. •A• &.4 'k •k ib '.4 '4 4 4 'k 'k 4 •k •4;w 'k •4 4 4'�N; :k '4 • 7 1 4 k •4 4 •4 •k 'k 4 •k k b?r , „. 0 E --...y r r V` " \ \ Y . b l ' 1 if,..; if,..; .1 hereby rest nth i pei•rn "i tr' ant m e t«�, a.b ' Id ,- ap 1 1 c� i i . * ° i of e. City. of 1' held ha s ,i ai Minc1n :�1 '+ r►c�e� :r` ate 1•� i~� h4 the C1C. +a T il.,w ila •{ al 1 be th r ml eA If � Aa11i or r 1 .� •r s �' ", . N ,� an cam a 4? � � ' . :� "'r�e.,u 1 t g'� �ti;h i ° Permits, wI\,i�'''r 1'�.ve 1:`p:ed beyond the Nfi): 1 . tIOP) date' shill r " uir d ' �la h re- applicati' n Ini rei)ssuance of the LC rn: i' t' 1 •thi''uugh4the.f,+:.i'It,,at f a /additional • fee. ? , �� / 1 \� • -, t 4 ' r J/44, 1'HE APPLICAN !MLPS1 `:Nu!1.,1FY,THE CI 1Y •INSPECTOR,OF . t". 0 M M EUCEMENI ,ANC COMPLETION OF WORE:. AT LEAST 24 `'HOURS IN, ADVANCE . TO 'SCHEDULE AN "1'N`� PEC�1TON CALL 41' -0179 �•i�'> n i : '�. Signarur _ _ - �E sg ,:x :F,' 4;: '') Date . , ., °s," x .4 .4 •4 .4 k 4 .4 k '4 'k •k •k k '4 ! 4 '4 .4 .k •k .k: � k,•4 & •k •k •k '4 k 'k 4 '4 •4 •M '4'•44 rk '4 k 'k,`k •b * * 'k •4 .4 •4 •k •k '4 44 .4 4'.M 4.4 4 k 4 .4 'k •4 •4 4 k •k 'k .k k 4 •k .k 4 4 .4 '4 4 t , # APPROVED FOR I'SJ' �U,ANCE'''B ( • JJ,'S "? .',., _ tF , .,. ,. I. :,ited fsy. jaM44 tkf3 6t1 ' »' .'.. n ^ ? _� ' ' :Da lU 9L A Authorized Permit Center'S tur•e .4 •4 4 •4 .4 . 4 •k •4 'k •k '4 k '4 '4 '4 •k •4 '4 'k . 4 '4 '4 '4 'k 'k •k 'k 'k '4 •4 :4 'k •4 •k '4 'k •k 4 'k •k 'k 'k 'k 'k •4 'k '4 .4 •k :4 .4 •k b 4 '4 •k •k •4 4 •4 4 4 '4 4 4 •4 .4 •4 'k 4 '4 •4 4 •4 •4.4 •4 •k il 1 hereby certify, that the permit holder whose name and address" appears on this record has satisfactorily met the standards and conditions for the il project approved herein. Final Inspection Approved: 1 Inspector Signature Crate dl . �, . (NI .. HAULING Permit No: PW95 -0 Issue Date: 06/20/3996 Status: ISSUED Approval Letter: 06/10/1996 Parcel No: 362304 -9106 Expires.: 08/19/1996 Site Address: 6304 S 180 'ST Location: 6804 S 180 ST Start Time: Bond Number: 2,000 CHECK End Time: TENANT LE'S 'SCHWAB 6304 S 130 ST, TUK'WILA, WA 93138 ,,, OWNER HOME DEPOT Phone: 404 433-8211 2455 PACES FERRY FDA : :NW.. 30339 ENGINEER k;PFF CONSULTING "ENGINEER_, P hone: 206 622 -5822 1201 3RD AVE�A 0TE 900y SEATTLE WA 931 CONTRACTOR LES SCHWAB �;, � `r " "^ ,? "P.hon 2_ 503 447 -911 ATTN: PUaS, PARYER ; 646 N MADRAS HY,,, PRINEVILLE OR CONTACT MARK 'STEEPY i'= •.: P.hone `2,06 622 -5022 KPFF •CONSULTING ENIr3EEPS', 1 201 3Pt, , AVE SUITE 900,'''SE? TTLE WA 981 k-4 k*k *•k k* k' �,4 k*k••k k•k *k k kk•k k* k k* k 4 1, k k* k k k4** 4*•k,k k k*•,v *•k k*:4 k ** k".( 41k* * ** 4 k 4 4 k k :4 M P Van' Check Fee _ � ' X 70.00 � Inspection Fee`. 15.`110. }` �':'o"r' :Other Fee : y '.',' '\' 00 T AL FEES:... '1)- /.., =•25.00 ,•,.. * k k k ' k •k * •k k * 4 k k 'k '4 `k 4 * k 'k k k * * • k *: * 'k 4 k k •4 ' k 4 •k k •4 •k •k,'k • k * ' k 4 •k k • k :4 k •4 * k • k * k 4 k * •k.;k • 4 1i •4 •F • k k 4 •4 4 4 k 4 •k k 4 The unde,'s " igned hereby apul "i•es wf per rnis'.ion to perform: haulri.ng .per attached map in 'ac,cordance ,wi th, "�fo i loWip, condi taon. _. �-`,, 1- Flaggfin'g, signing an'd... shall' l' 'be in. accordance wi;th� MUTCD for• traffic control. .•..r ,, 2- Con tr;,aotor' sha l''1 p,ro,v ide;'cert;i,f i ed ,f, l a� men_f i' r tr•aff i t;ot)[r 1 e y,{l c 3- 'Swee . otherw:jse%oJeanr "•stre�et to the satiQfaction uif Publ-:ic'I, orks each n ight ?,d1 oun'i' 1ngrout 1'u ,h..i'ng -a l•1owed) . ..**.' r , 1 4- Not i i t f i n: pector�`b'efore 12. 00t : on,f"'fr�iday pr�er.e ng ` any''week;end Mork .'�',)` ,. �, 3.� ; :, ` i 5 Permit' i'ks V e l i'd between the wee kdav �- iivour'_ of'',7 .Q`0 a.m. and3 30 ? p. m. only 6- Clean at O 'd r•„� mo i.'e debr i - ro t n city v� t:rh �b;a'�,i ,a lia'u l i ng . und . , � f 'ns'��,i'n and '�i�o routes.` °' If `.. , 0> l/tV 7- Provideaa ' equate temporary access as not to interfere with ,older vehicle movement` `ors, cau e . truck'. to tr•avei o rer 'curb: °'. ' 1`r� 'a' ,%.: 8- All vehicle;;` mus,t'imake 'complete :.top prior to''enter i'ng pubi right- of -way �� y . ' Y' 4 � 1i .\ ; ,, L• ; ) . • .ice ',.` 41''� r k k k k * •k k k 4 k * * 'k •k •4 * * •k 'k � k • •k k'! ' k k * k •k * •k k •k k •k 'k .*14 'k. 'k'k •k k 'k k 'k •k ' k k k 'k * 'k k ; '�' k * ' k 'k •k •4 'k •k k k 'k k k •k * * .....,.. THE APPLI T MUST ''•NOTIFY THE INSPECTOR °,OF C0MMENCE MENT ` ;AND COMPLETION OF WORK AT LEA'S 24 HOURS: ;x N ADVANCE. ' -'- Signarure. _ "7 --- ---, - ! . . - -=' , :..--Date: car."4...4=e2n.:-.416 * A' k * ' k •k k k '4 'k •k •k * M k * k •k k k 4 •k k k k k * 'k * •k k •k * * 'k * * * * •k •k 'k 'k 'k 'k •k •k 'k 'k k 'k 'k * * •k * •k •k •k k •k '4 1 4 k k 4 •k •k k 'k 'k k * •k •M k k APPROVED FOR I'CSUANCE BY' JJS �� I f996 Issued Bv: JUn� 1D Authorized Permit Center Signature Date k * k k * 4 •4 'k * ' k * •k * '4 ' 4 •k ' k •k •k •k •k * •k * •k k * k •k * 'k 'k * •k 'k * k * k •k * 'k 'k k ' k •r 'k 'k 'k 'k 'k k 'k k 4 4 k k •4 •4 4 4 'k 'k ' k •k * 'k k '4 '4 * 4 k 'k ' k ' k I hereby certify that the permit holder whose name and address appears on this record has satisfactorily stet the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector 'Signature Date • • .... .or .. ....., :..., -.r,<...:.> .. , ..; :.}'f z,.„ ..:v'rv^ ,.: ',.•; ..< sr . ...,. .,-..rr,....___. ,_,. __..... ...... ..:..«.._...+,r.n .., M.., ..,,, ». «.,4.. +p +.; ':'+'. ^ ;a,'': =R.:' . CITY OF TUKWILA Address: 6804 S 1611 'ST Permit 'No: PW95 -0354 Suite: Tenant: LES SCHWAB Status: ISSUED Type: PW -HAUL Applied: 11/28/1995 Parcel #: 362304 -9106 Issued: 06/20 /1996 . **• 4* k• k• k• kk' k• 4• k• 4. k• k• k• k4• k: 4•. k• k*' k' 44 4' k' k• 4• k• k*' kk• 4*• k• k• k*• kkk• kk***' 4' k• kk' k' 4' k 'k•4•k'k *•k•k *'k•4k•k•krk•k*kk. . Permit Conditions: 1. Any material spilled onto any street shall be cleaned up 4 immediately. a r N�j�� ✓,, Y ,ti .r d g : „ . „ ' `+ r , .4'1,, ' +L y ' 4 'E r - . > . ✓f :;.:'.A. ':'.11:,',.s':1,1,,..*.; `�, ' f '✓1I oTi ',-, f ir." , '' 't ` f 1 . 4 0 f r * .) . ` I ''' Vi i ';, % ; ,4 i� it ,„� J , N `� J r r � i.'f�''' 1 \ % i � '� 4 y�l 14 ctiallt4 ;. rri n'"+ +. :F ,e...� ‘4:" . >'•!� l i • { � �r r v ' � , r r i > Ht '4' a �, \ ,� 1 li 1 C , � J i r ; ! 2. fi ) . '- wr l s .. � , . �"` z '4 �, , t ; i`, � , .._ 4 4 ; : ' , �«; p I '� i . } 1 y r ,r _ 0 n tu�ss �t 1 -41 4. . ;.,,I) , N V I V ,1„.,..., fli .. ,,h' • ....n 4 r 4• 1. .'7. I 524): r !''. 1 4 ''' / ; tA 44 (7, 4‘, .a„ . t",-7,)\--N----.‹.,,,,e, 0 ,, • 4 4,4 -..,,,, . . . Iv., \ . 4, 4. t.\,, \ „.:i N i .fit, . 4' 41 10 ,? ; ' 0 t;' '..•) v p �. .> ,, • '�`.�~ 4 r�'L. iter'� • LAND ALTERING Permit No: PW95 -0355 Issued: 0E5/14i1996 Status: ISSUED Approval Letter: 03/18./1996 Project: LES SCHWAB Expire'.: 11/10/1996 Address.: 6804 5 180 'ST Location': 6804 S 180 ST /PRELOAD ONLY 'Parcel #: 362304-9106 Wetlands: Watercourse: S l o p e s : , . Y r.oritractor': LES '3CHWA1 CONSTRUCTION CO OF ORLic:en_.e No.: TENANT LES 'SCHWAB 6804 S 180 ST, TLtKWILA WA 93108 OWNER HOME DEPfl1 Phone: :104 433 -8211 2455 PACES_•FERFY- RD •NW. ATLANTA' GA 3033'' CONTRACTOR LES SC:HWAB110EN'�,1'PL3GTIOtI CO.'OF OR Phone: 50'3 447 -91 646 N .:?4ADP? :; HWY ' PRINEVILLE OR 9775.4 CONTACT MARL STEEF'Y, , 1 :. '' ' .. Phone. 206.622.5022 1 0;:3PC, AVE SUITE 900., SEATTLE WA 03101 k •k k 'k :4 k •4 4 4 k k k k '+;.'k 'k '4' 'k 'k •' 'A '4 4 4 k , •k •A 'k 4 k k •k •k k 4 •4 k •k 4 •k •A •4 4 •k •k k •k •k 4 k •k 'k 4 k •h * * :4 'k ' 4 •4 k k •k 4 4 4 k k 4 k k Additional,�D cr i 1 , _ • LAND;,'A ING:, 27070 CU ''D OPG /TI'ME 8 'WEEKS.,:' '.:t1 TE :' GRADING WILL• "REQUIRE SEPARATE LAND ,,:„ ' Al. TE.i;',Ihira PERMIT,: R' SHALL' FOLLOW PECOMMEN- :' : . DATION a. OF GEO' ENNGII'1EER:. REPORT DA1 ED AUG 8, 1095 ' , • ... WITH' ? PAGE. AbOENDLIM,. :DAIEf,• :'Also 17 19 :' < ; • r 1 d. 'ut F , f`4 2!'00 Total . 2700 l�r•ad i ri!a!�F 1;'1 1 t -� -, � i � • F er i Fee ; I35 :li�l� , ,;- A.i ount No: :000/S22. 104 Plan Che`Ci� Fee ;:; • • 3,L1.11.. t ; t % , '' • Pccoun t No: .000, .45.030 ,' llt11,e3 '" r` ; "" ' •i' ;= ,•�." r'' s. l �l •'- ... -•" AC,�a t,n t No . , 1100;'`?L`�1 ° .i.)'(0 1 'r: t o =l;,y F e e' '''.: ,1 ' / 165/ 00 ; N • • ''`` V a: j ua t: ion : .:,,., 00± { ' , •k •k •4 •k k :k 'k •k k •k k, k '(e k k •N •k k.A•k 'k l! 'k k •k •k •k •N :4 k 'A k k :M k k A k .h k kk k N 4 •F •M -4 ` , k' k li N •k •k •4 •k k� , k •k •A k`•k �N `k •k � k •F. 'k 'k '4 k H 'k A R k k I he•i'ebv c` f -�[ t:halt. I have read ant e -th i,.s, permit Man;%i i:rl the same to be true.a.and Al 1 pr•ovi icn: ;ot �� '1�ai. tl�' ano"t•d• n..anoes gpue erring this work wi 11'be compl ied whether siet: 3'eti herein* not. ''Th'e of this per , t; doe not pr'esume to g i vtl authot• i t�; � c 1 tv o l ate or cancel the provisions ot other :;rate or focal law:' °t�egu°latina ccnstr' :ucia'for, or the performance 04:4worF; .. 1 am authorized to sign for andieptairiiis Land Altering per•rnl t .' \ Th r s*r t bha1,1 becam mull and •,'oli it.r;the work is not commenced wi th th 1 0 d; ;�; from the d e te `64 i ssuance, or i f•t h work i s• suspended or abandoned for a per•i:od' of •1t ?�0 'days from the '-t:1,hst inspection. THE APPLICANT MU:;1 N CI OF COMENCEMEN1• AND COMPLEi'ION OF WORK.. AT L ''ST 24 HOLIP'J`.I1�ADVANC:E. FOR AN-INSPECTION CALL 433- 017'.i. ir 'Sign a tu1L :ig: y� - „1.•33 :2 . :M'� : ; : : :,- - Da t e ^� 9 '� 4 4 k * •k :,4 4 •k 'k � •k * k • •k •b 1 •k M •k 'k •k 'k k •k N k •k k •k 'A k •k •k k •A 'k •k '4 •A •k 4 k •k 'k •k •k k •k 'k k •k •k k k •k k 4 •k •N k k k •k •k 4 k APPROVED FOR ISSUANCE: JJ'S Issued Bv: jV't14-Date: 1�) ��L__. -__• -_ Authorized Per it Center Signature ' k•k•k•kw•k•k'k'k'k•k•k4 4 k•k A•A'A4'k•k'k•A'A•k k•k•k4 k' k• N' k• k' k4• k4 •k4'k'k'A4'k4'k•44 k k•k4 k•k•4•k•k'4 k k•k* kIk k•N I hereby certify that the permit holder whose name and address appear_, on t h i s record has satisfactorily met the standards and c o n d i t i o n s for t h i s project approved herein. -.1 Final Inspection Approved By: Dale. ___.___ ___-- •- • - -_ -- _.. ._r r . ...... ... ............ .,... .,.. _,,Ar ..., ,....,,,.. r~...,,....- ......- ..r. „•.,:.e..e. +.re:', .., r - a': Fzc .•r;!'rT";..r�''r$ + : A.: , xt;7ir • • (1.1 F C11'; OF 1UKW1LA. Address: 6304 S 120 'ST Pe•r m: t 1'4'c P'. • ,:, ',quite: . i'enar :.: LES. SCHWAB Status: I':'.:,UE[. Type: PW -LA Applied: 11:28/1995 Parcel 4: 362304-9'106 Issued: 65/14/1996 .4 4 4 4 4 •r • 4 4 4 4 4 4 Al ;4 ,a 4 •4 4 4 '4 4 :4 4 4 4 .4 4 4 .4 •4 '4 4 4 4 .4 •.4 •4 t 4 '4 4 4 .4 4 :4 4 4 4 •4 : 4 4 .4 4 N M ,4 4 4 „• 4 '.4 :4 .4 4 •4 4. 4 4 4 4 4 4 4 Permit Conditions : 1 Telip.if'3t'y erosion control measures shall be implemented as the first 4rdder of business to prev'e.rit sedimentation off- ' s i t e or into existing storm .dr`,ainage faai o itie . 2, Hauling over 50 l.''i Shall require application for. a Hau 1'1n9 Permit prior t0 'at1'l•-associated activity. 3. CONTRACTOR SHALL' FOLLOW ALL : THE PECC)1' MEUDATi:`)uS, OF OF THE Gee .i GINEERS `GEC►1'CCH ' R'EPOR1 DATED, AUG 1995, :i REPORT AtiOE'r1G1.'M 1 Al ED - AUG 1 ? t ,,,1995. . 4. AA'S- L?UILI.. $1 tE E.LANSS,HALL' BE' :'UBM1 TTEG 10 PUBLIC WORKS' PRIOR 1'):) FINAL .I GIYO F • i3 i 1 , . ' a i , A f` } ` ` f ' Y , ti'.;' ,4' . t a r ` • ' Pw- (arrm;fs • " ( LANDSCA. E IRRIGATION ( Permit No PW95 -0356 ; Issued: 05/14/1996 Status: ISSUED 1 Approval Letter: 03/18/1996 Project: LE'.' SCHWAB ) Expires.: 11/10/1996 Site Address: 6804 S 180 ',T Location: 6804 S 180 ST Parcel #: 362304 -!.' 106 Watercourse: Wetlands.: Slopes: Y Sewer: TIIKWILA Water: 1 UUK,W1LA Contractor License No. : FENANT LE'S SCHWAB 6804 S 180 'ST, 11i W1LA WA 98188 OWNER HOME DEPOT �.. Phone: 404 433-8211 24f,5 PACES FERRY RD NV' ATLAF1tA OA 30339 L NdIN E ER i:;PEF CON��'U'LTINO.�EMtIt4 EP. ,- .' Phone: 206 622-5822 1201 3RD AYE•- M.111E 900i ..SEATTLE:, WA 98101 rOUTRACTOR LES 'SCHWAa;'CONSTRlfc1'I0(4 C0.3 Phone: 503 447 -9162 646 N MADRAS HWY,' PR1NEVILLE' 0R '97754 ' :ONTACT MARK a.TEEPY , ` Phore :' 206 622-5822 1201 .'3RD' AYE SUITE 900. a'EATTL E' WA !' 5'8101 '" : ' I r •k * k k •k * k .k •k •k k k'k'k •k'N 'k 4'k'fir;k 4 k'k •k' * k •k •k'4 k k •4 k •k 'k k .* •k •k k •k 4** k k •e k k :4 k :4 •k'k,k •k k k *'k k k 4 r .k'k 4 k k k k 4 k 4 :k 1 Additional Permit Deircript,i'on: ` , ,,-. i LANDSCAPE, :IR�:II ;AII „`FOR NE'W;'�LES' SCHW AB TIRE S1'ORE •.' Existing Sgiure •Feet: ,i Additional' S�qua'rr"e Faet.: New Square Feet, , 1 :.. ', !,/ ,�' ') •.r sjj "a'1 1� . { 4 1 n_;pec ot) F eels ` w� ». -. 1'5. (W y Acct M�1 : .400 Ch'h e c is ° F t . o .,; P I an i 1: ,,. >.. •,1,0 0 n j :. . c.l Acct h t ,. . 0 00'' 34 5.8 3 0 . j ...i' . , 1 v' f r }, • I ll AL. FEI "�, , '250 1 .00 • ; 4 ? I , . i ` 1 in' Count', Va.i<ua f. " i , -1 `� i f , ` , ' ti , � , 7Va1 01 C on. tr tlt`tlor'i':,, 1 ' ; fi .00 0 1 t �� l , 4• k4• k' k• k• k4kk � ll � k4'k k ` **4k.'ikk'A44444 *klk� k'kk A - k• k•kk•4kkk•k'k• ' k..4A 4`k ' kk•k 4i•�'kk'i•kkkk•k44 1 hereby { ta't 11 acel t \ }i per afire &,� tv' ab.i ic 1 " :r , R , r. of the Liter of 1u) 4iinic:ipa1 Code. We a r0 e.,rt�_ha•t °"'th - e_ i itv fit ,161cOii1 be he Id harm 1% i1 l' or any c1aims, ar i'�' ' \ :._-�,- , .r - e,s''u • f ta,i, p Permits, wh 0, qh ha )1a0 ed beyond the e pliati sheal IN? uisfe re -appI ic.aon aria re i..su an ce of the p rrr4,'t AOr°ugh the ('ity at ;'Sifil additiona1 f ee . t 0. .., 7 J ` , • ` .' r > 'LrA � � ( • :1 '' 'ni .,,, ,..j<.N ;''' r ? two t 'S, fr 11IE APPLI M U S T. 1I I HE CITY INSPECTOR OF r.CllMMENCEMENT'-�A Cr COMPLETION OF WORT; A]: EA i?T,gL;'4 Flotlp'S IN ADVANCE T O ,SCHEDULE AN`� 1'tI'SPE'Ct[ON CALL 4 33 - V 1 / ✓ • t•�� '• .r :Il I�D •� . }. .�1 �} •., jr ,-, / •tom �`S j'' ` , -0 ::' i gnatur ( e __ _ �! ` ��l: .r' ',) ; : v '' Date __ . -. , ,, � ___•_ 4 k 4 •k •k k •k 'k •k •k •� 'k k •k k 'k •k 'k •k k r k 'k. k .iN ' * * quit •k •k •k •k'k '04* ' k A b k: k ;;*'k''4. *. * •k 'k 'k 'k '11 k,:N * 'N ,�,. A '4 k •k • N 'k k 'k '4 k 'k •k 'k •k k •k '4 k 7; •k k •k k : APPROVED FOR f' SU NCE BY': ..l,i :' r > Issued By: -%:: • :'..,..: rr Date: - Id - 96 - - - - --- Authorized Permi Center Signature k 'k k •k k •k k •k •k 'k •k •k •k •k 'k •k •k 'k •k •k k 'k :4 '4 k 'k 'k •k 'k k 4 * •k 'k •k 'k 'k •k •k •k •.k 'k 'k •k •k 'k k •k k 'k •k •k 'k k •k k •k 'k •k 'k k 4 'k 'k k •k k •k k .k •4 4 •k •k •k 4 4 k 1 hereby certify that the permit holder whose name and address appear": on this record has satisfactorily met the :standard: and conditions+ for the protect approved herein. Final Inspection Approved: - -- - -' - -- Inspector Signature Date , I I CITY OF 1UKWILA Address: 6804/'S 180 ST Permit No PW95 -0356 Suite: 1 errant : LES SCHWAB Status: ISSUED 1 vpe : PW -LI Applied: 11/23/1995 Parcel #t: 362304-9106 Issued: 05/14/1996 •4 k '4 'M * '4 'k •4 •4 •4 •4 '4 •4 •k •k ' k '4 •4 •4. '4 •k 4 'k •k k •k 'k '4 'k •k 'k 'k '4 'k .4 •k •k 'k •4 •k •4 •k '4 k •k •k ' 4 'k •k ' 4 'k '4 4 '4 •4 •4 •4 •4 •k 'h 4 ' k k ' 4 ' 4 .4 4 4 • 4 4 4 4 4 ' k . 4 Permit Conditions: 1. I t shall be verified in writing to the Utilities Inspector that the landscape irrig attott...,sy►::tenr.contains a State Department of Health .app'i oyed.double ;'check valve assembly. li 1his shall be don,e,p'rL'ior. to the Final ' Inspection. I J ' d,,/ ` fir, ''' '' ri ;L . :A ` j d ,1, •,,•- "� Yh Y ,t 'ro 'I j y, s "f i} t 5 7 "n4 t 9 P r c e , P ty ly ' t • J,i 11...,,, i e p�. k , �� t,` { ,E . ""' ' 4 t.t, r,ti to ` \ . M , I 1 .' '! �,�k•, "1..,,Frt..s"N• j ' 1f : ) r�X` �, t.t yY *x. , l . • 'r r,\\41,411 i it f' � T n.k o f fir ^ � � ,. ,. , f l'Y'!' 'Y;` l ^ ,' k ° * t' /..�.. ._ 1 5 ,t f ,, y , J ' , ' Y i T ; , T ,\ 1 4 1 , p irr ,' , . 1 , r . . , t: c . 4J cil e., ....-/ / "". 2 'Y I, RY y 1 3° �D J (-,,,,o,/ . i ,,,, ' \-. ,,,, k t \ cS) '-)4, f ,,. ): f.„ , , , ,:`,.,:i „ I, ...$ r "'-'--- iiiv,# ?.,,, 0 9 ,4_,,, t I, rt...,-.. f, i lLi e l l I \ \ *14‘4,9 0 * 1,,,,,, A t, '` / s • ,, � t • p*.- rri'r,its City of Tukwila (.. ' ., (206) 431 -3670 ' Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 • SANITARY SIDE SEWER Permit No: PW95 -0357 Issued: 05/14/1996 Status: ISSUED Approval Letter: 03/18/1996 Project: LES SCHWAB Expires: 11/10/1996 Site Address: 6804 5 180 ST Parcel No: 362304 -9106 Wetlands: Watercourse: Scopes: Y Water: TUKWILA Sewer: TUKWILA Type of Install: COM Number of Units: 000 Exist SQ FT: Add SQ FT: New 50 FT: Contractor License No: TENANT LES SCHWAB 6804 S 180 ST , " TUKWILA WA 98188 OWNER HOME DEPOT Phone: 404 433 -8211 2455 PACES FERRY RD NW, ATLANTA GA.30339.". ENGINEER KPFF CONSULTING ENGINEERS - Phone: 206 622 -5822 1201 3RD AVE SUITE 900, SEATTLE WA 98101 CONTRACTOR LES 'SCHWAB "CONSTRUCTION CO Phone: 503 447 -9162 6 N MADRAS HWY, PRINEVILLE OR 97754 CONTACT MARK STEEPY Phone: 206 622 -5822 , 1201 3RD AVE SUITE 900, SEATTLE WA 98101 Description: 6" SAN = ,SIDE SEWER FOR. NEW LES SCHWAB TIRE STORE WITH OIL WATER SEPARATOR FOR CONNECTING TIRE WASH DISCHARGE TO SANITARY:, SEWER. METRO APPROVAL LETTER DATED JAN'17, 1996 OF OIL /WATER SEPARATOR IS ATTACHED & PART OF THIS,PERMIT: k k k *•k * k ** k* *** k k k * * * * * * * * ** k* k* k* k*•k•k* * ** k• k• k• k•k**• k• k*** *•k* * *•k * ** *t4** *** * * ** * ** Inspection Fee: 20.00 Acct No 402/342.400 Hook UP Fee: .00 Acct No: 402/388.102 Special, Assessment: .00. Acct No 402/388.101 TOTAL FEE:. 20.00 * k k k* k k * k * * ** * * * * * ** * * * ** k* ** * *•k * * * *** * **** * * **•k * ** *** *fit *•k* * * * * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA, MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUI.WILA SHALL BE 'HELD HARMLESS. FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF,COMMENCEMENT & COMPLETION OF WORK AT 1 24 HOUR'S IN ADVANC FOR AN INSPECTION CALL 433 -0179. 01 Signatu ' er; __ -, Date:, - '1 __ � Com an _ � T i t l e : - - - ir ..G k k k • k • k k k * * ** ** k• k***• k *•k *•k *•k * * * * * * * ** *•k•k k* k ** * * * *•k ** ** *tic * *•k * * * * * * * * * ** APPROVED FOR ISM NCE BY: /,, JJS Issued By : v�-�" 1 L } ''l�� Authorized Permit Center Signature Date k k ** * * * * k k * *** k k k* * * * * *** k k k* * *** * *•k* k*** **• k• k* *•k * *•k * * ** * * *•k* *•k * * * * *•k** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Final Inspection Approved: Inspector Signature Date • .t • J 1 • •'� 1�Y 11IV� A 'S1+_1RM DRAIN G ' Fermi t No: PW95- 0350 , I :,uctti : 05/14'1996 Status: ISSUED / Approval Letter: 03/18./1996 Proiect: LES SCHWAB Expires: 11/10/1996 Site Address: 6804 S 180 ST i Location: 6804 S 180 'ST . Parcel #: 362304 -9106 Watercourse: . Wetlands: Slopes: Y Sewer: TUI WILA Water: 11H..WIL "A Contractor License No. . 'ENANT LES SCHWAB 604 S 180 ST, TUKWILA WA 98188 W ER HOME C)EPO1' Phone: 404 433 -8211 2455 PACES FERRY RC' ;NW;... ATLAN1A''GA :30' 9 :NGINEER KPFF CON'SULTINC ;ENGINEERS .Phone: 206 622-5822 1201 3RD AVE::: QUITE 900, SE'A1•TLE':'. WA 98101` t :oNTPACTOR LES SCHWABCoNSTRUCTiON COI Phone 503 447 -9162 646 N MAGF' +S HWY.,' PR1 NEViLLE" 0R ' 97 754' :OUTAr: T MARK STEEPY Phoney 206 6z2-822 . 1201 .%3 Rttt AVE SUITE 90.0,'` � �,EA1 TLE WA 981 u 1 , A `k '4 4 'k : 4 *4 k ' •k k* k 'k Ai :k`k * `k 4 'k 4 * y4 4 '4 •4 'k '4 *4, 4 •4 'k ` k k •4 : 4 '4 'k k •k 44 • 4 . k .♦ k k •4 •4 'k 'k k 4 •k *'0.4 'k •k k '4 k 4 4 4 4 '4 .k 4 Add i t i on31 Peti..m`i t 'Ge St r• i i't.i on . .' '' .. STORM DRAINAGE DESIGGN' FOR 'NEW 'LES LEST 'SCHWAB TIRE .TOR Existing S,�ru F 1 , Additional Suuare Feet: New Square ;Feet ' d ti ,� „ r .',rA , 1 'y '' ,,,..a' ti }'j` '') 1n:-,pe o ee`: .. IS-79p .: • r�. Acct: Fl z :.412' '13,4 . 400 Plan Check: Fee: ;> ;1' 1 i ..‘,.'.,'"I . ' r Acct No::'7.r000 345.830 1 , ! } Lf•r,: . E'''i . ': •� ..............:25 ,_ ` , ,�` •y; � i ; O Or; I - . ., i .� ., ,ry : .y . 1 5 1 _-" y1 . -,i I.\\ } * YYYSSS . .w' 'r } { King S ountxflVe l t ior�, 7 - z } ' � , ' �, Value. of ' o,,: t:rtl tacit, :i 6 .0L'► , * k * •k 'k 1 k * k 'k A k� * * 'k •k *'' 'k `k * 'k `k * •k :t k *4 k 4 k k"f 4# k •k `k;14 1 k.k. k.:A4 * k k •k 'k k •k * * it * 6,44 - * ,4* ' .4 * R' A * •40 4 * k k k * k 4 1 hereby Sa fi c ept { t i s, perm i t egr�ee, et di ' a l l i l i ca b s .e . ,e t = r: of the City of 1 ii ,gMtnic-ipa1 Code" We atr•ee..r'tha•t: of 04 be he 1 d harml` ,'= fulr` "a 1 1 .;t or any c i a i m:. arii.S rrs _a-`re.'�;u 1 t , tl ;;::s or o ■ Permit: wh ,cti htue )la�it',ed beyond the en ' ;a t � i 1 o ei •d s.hal l uui a t r -app i cat,ic t: and re i .,suance of the perni,i t ithroti��hi: th City at e t r'i� add i iona 1 1 .�; ! h ` i 1 HE AF'PL1CANT.0.MU'51 r` IF'Y T HE CI1 Y INSPECTOR OF. )COMMEMCE;MEr {T; AN(' COMPLETION OF WON AT LE :` 1? HOUP IN ADVANCE TO, ,SCHEDULE AN' INS.PE"TION CALL 433-0179 ,.. w '' .:a '� • , , • • ./.4.4/.. , , 1 .�natur �' _ _ a. . 'ys }" ; r Date _y'_7�_>° .44..44 • ' k' • • • • • ' 44 k 'A '44,:k* •k; k lk k •k •k •k *" 4 •k 4.*!* •4 * 4 4 '4 �4 � k •k 'k '4 - 44 4.: }.'k: * *;4 •k • 'k •k •A •k * 'k 'k •k •k k •4 •k 'k k k '4 10 •k 'k :k k 'A APPROVED FOR S'� 1 A,NCE BY = � ^7...,.. ? _.......,_....�. _, ».r4 4'06 Issued By: _ .::�t: ,_.. • L�:ate: v ._ - Authorized Perm t Center Signature -4 -4 'k 'k * .4 .k 4 'k '4 'k •4 •k * 'k •k •k * * •k •k 'k * '4 'k •4 •k •k 4 * 4 •k '4 •k •k 'k k •4 •k * * •k •k •4 k •k •4 .4 .4 •4 '4 .4 'k '4 * '4 4 '4 '4 •k 'k •.4 4 k 4 4 •4 4 4 - 4 4 .4k 4 4 , 4 'k k 4 1 hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the proie approved herein. Final Inspection Approved: _. - Inspector Signature Date ' • s CITY OF T!ti:,WILA Address: 6804 i 180 ST Permit Noy: PW95- O3f.,8 Suite: l errant: LE'S 'SCHWAB Status: ISSUED Type: PW -'SD Applied: 11128/1995 Parcel #: 362304 -9106 IS sued: 05114/1996 •4 '4.4 '4 '4.4.4 4 4 •4.4.4.4.4.4 4.4 •4 '4 '4 4.4 ;4.4 ;4 •.4 4 ;4 •b •4 •b •4 4.4.4.4.4.4.4 •4.4 •b •b •4.4 '4.4.4 4.4 •4.4.4 '4 '4.4.4 ' 4 '4 4.4 .4 4 4.4.4 '4 -4 Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business-to-prevent sedimentation Off- site or into ex i tins stor i Ar'atna96% tac:i i i t i e: . • ✓ �'' .� , r 3 .. r to 4A' '',.:,,,. ''l ' ''",-,,,,,-*;/ii N.!."''' ';''' ,:;'! ‘:!'''''' 7 • r . i prt....„...., 0 41 4,...„........ li%k 41.1 - • ,.,,, 1 , „..„, , ......„1:?, v .. ,:,, .•„ 1..._....... .:.. * . ,,,., 4 ,...,.,i,. .„,.., . .....„..,0 k.„ .,,,.„ ,.„- ,.., ,..._„.....,,\ „P‘ts J '. ''''..." ''''' ' I.: '7,1 . .1 1 ' , . t'A , : ' "' 4 � 1 1 • f.0i r�' tr. ... • -,x :ti` ' ?•Y !. :•! ` i A :p % . \ %4 (i) '''''' „ .9" ...,... 1.,". • \,,,,)\ - , , .,, ,..0 ,' k ` .R t" r,-:,.7,, \ t. ; 4 :J .01„:1,14'y\ 4 .. ti x r:) ':X! ( / S ;'.';:>•*, • % 1J(1$4, ,,,e;',47,;:,/ ` wr;r. Y�....3, N., . , • • pe miffs City of Tukwila (. .% (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW95 -0359 Issued: 05/14/1996 Status: ISSUED Approval Letter: 03/18/1996 Project Name: LES SCHWAB Expires: 07/13/1996 Site Address: 6804 S 180 ST Location: 6804 S 180 ST ON WEST SIDE OF LES SCHWAB BLDG Parcel #: 362304 -9106 Wetlands: Water Course: Slopes:Y Water Dist: TUKWILA Sewer Dist: TUKWILA Type: COM No of Units: 000 Square Feet: Contractor License Number: TENANT LES SCHWAB 6804 S 180 ST, TUKWILA WA 98188 OWNER HOME DEPOT Phone: 404 433 -8211 2455 PACES FERRY RD NW, ATLANTA GA 30339 ENGINEER KPFF CONSULTING ENGINEERS Phone: 206 622 -5822 12.01 3RD AVE SUITE 900, SEATTLE. WA 98101 CONTRACTOR LES SCHWAB CONSTRUCTION CO Phone: 503 447 -9162 646 N MADRAS HWY, PRINEVILLE OR 97754 CONTACT MARK STEEPY @ KPFF CONSULTING Phone: 206 622- 5822 1201 3RD AVE SUITE 900, SEATTLE WA 98101 ** * * * ** ** k * * * * *** *•k * k * ** ***** ***** * * * * ** *** k * **•k** * ** **** *•k * *•k * * * ** * *** Additional Description: Developer Construction Cost: .00 INSTALL ONE PERMANENT 'WATER METER, SIZE: 1 . 5" METER INFORMATION Water Meter Size: 1.50 Quantity: 1 Work ,Order #: Type: PERM FEES: Regular Connection: 225.00 Acct No: 401/388.102 Install Deposit: 350.00 Acct No: 401/386.520 Plan Check: 10.00 Acct No: 000/345.830 Inspection: 15.00 Acct No: 401/342.400 Turn On Fee: 25.00.. Acct No: 401/343.405 Special Connect Fee: 00 Acct No 401/388.101 Other Fees: .00 TOTAL FEES: 625.00 * kkk* kk• k*' k, t• kkk***• k** *****. k*****• k* k****** k******** k* * * ** **•k'k * * * * *•k * * * * * * ** * * * * ** I understand that the charge for the meter installation portion` of the ! water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree,to pay the installation fee (deposit) on the signing.of this application and the balance of the cost when billed toverpayment'will be refunded). Further, I• agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the, public main` to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY .NSPECTOR OF COMMENCEMENT AND COMPLETION OF WORE' LEAST 24 HOURS IN aD *CE FOR AN INSPECTIO CALL 433 -0179. ir Signatu �`' — '— -- . - - -- Title. -- -'44., Company: � e 40 _ /, �1 Date: k* k•k * ** k* *•k * **•k k* k* k k **** k** k k k k ** k•k ** *•k k*****• k• k• k *•k *•k*•k * * * * * * * * *•k * * * * * * * * * ** APPROVED FOR ISSUANCE: JJS Issued By: b Authorized Perini Center Signature Date k*kkk k*** k• kk• k******* kkk***** kk*k* k* kk* k kk**********•* * *•k ** * * *•k* * * *•k * * * * * *•k * *** ** 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 herein. Final Inspection Approved By: Inspector Signature Date 1 } • City of Tukwila (, (206) 431 -3670 • Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW95 -0393 Issued: 05/14/1996 Status: ISSUED Approval Letter: 03/18/1996 Project Name: LES SCHWAB Expires: 07/13/1996 Site Address: 6804 S 180 ST Location: 6804 5 180 ST ON WEST SIDE OF LES SCHWAB BLDG Parcel #: 362304- 9106 Wetlands: Water Course: Slopes:N Water Dist: TUKWILA Sewer Dist: TUKWILA Type: COM No of Units: 000 Square Feet: Contractor License Number: TENANT LES SCHWAB 6804 S 180 ST, TUKWILA WA 98188 OWNER HOME DEPO Phone: 503 447 -9162 CONTRACTOR LES SCHWAB CONSTRUCTION CO Phone: 503 447 -9162 646 N MADRAS HY, PRINEVILLE OR 97754 ENGINEER KPFF CONSULTING ENGINEERS Phone: 206 622 -5822 1201 THIRD AV STE 900, SEATTLE WA 98101 CONTACT MARL: STEEPY Phone: 206 622 -5822 KPFF CONSULTING" ENGINEERS, 1201 THIRD AV STE 900, SEATTLE WA 981 *k*k *kkk * *k * *kkk *` ***kk* k** kk k****************'* ** *k ** ** * * * * * * *•k * * * * * * * * * * ** Additional Descriptions.: Developer Construction Cost:. .00 INSTALL ONE DEDUCT METER FOR IRRIGATION,' SIZE 3/4 " METER INFORMATION: Water. Meter Size: .75 Quantity: 1 Work Order #:. Type: DED FEES. Regular Connection: ' .00 Acct No 401/388.102 Install Deposit: .00 . Acct No 401/386.520 . Plan Check: . 00 Acct No , '000/345.830 : Inspection: `00 Acct No: '.401/342.400 'Turn On Fee: :'00 Acct No 401/343.405 Special Connect.. Fee: 00:.:, Acct No 401/388.101 Other Fees: 00 TOTAL FEES :00 ; k *kkk ***•k *** *** *'kk * * * ** * * * ** ***** k************• k**** * * ** * *•k•kik** * * * * *k * * * * * * * ** I understand that the charge for, the meter installation portion of the water meter /service`insta°llation is based on'the actual cost of materials plus labor including : ]7% .overhead. I agree to pay the instal la•tion fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection. charge, administrative plan check fee, inspection fee and turn -on fee as part of this application. I further understand that the water service piping from the public main to the water meters ' box and shut -off valve (corp stop) shall be-- 'constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK LEAST 24 HOUR, IN ADVA ' FOR AN INSPECT ON CALL 433 -0179. ignatur gr 4. Title - - - Company: .e2 - Date: y 'i S ' kk ** * * **• k******** k*** k** k*** k k**** kk** k k* *•k * * * * *•k * * * ** * * * * * * * * * * ** ** APPROVED FOR ISS ANCE: JJS n 6 Issued By: ,44 Authorized Permit Center Signature Date ** k kk kk kkkk• k* k***** kk* kk** k k kkk kkk• k• k* k* k*** k k*• k• k• kk * ** * * ** * * * * * * * * * * * * * * *'k•k* 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 herein. Final Inspection Approved By: Inspector Signature Date City of Tukwila { . 4, (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW95 -0359 Issued: 05/14/1996 Status: ISSUED Approval Letter: 03/18/1996 Project Name: LES SCHWAB Expires: 07/13/1996 Site Address: 6804 S 180 ST Location: 6804 S 180 ST ON WEST SIDE OF LES SCHWAB BLDG Parcel #: 362304 -9106 Wetlands: Water Course: Slopes:Y Water Dist: TUKWILA Sewer Dist: TUKWILA Type: COM No of Units: 000 Square Feet: Contractor License Number: TENANT LES SCHWAB 6804 S 180 ST, TUKWILA WA 98188 )WNER HOME DEPOT Phone: 404 433 -8211 2455 PACES FERRY RD NW, ATLANTA GA 30339 NGINEER KPFF CONSULTING ENGINEERS Phone: 206 622 -5822 1201 3RD AVE SUITE 900, SEATTLE WA 98101 :ONTRACTOR LES SCHWAB CONSTRUCTION CO Phone: 503 447 -9162 646 N MADRAS HWY, PRINEVILLE OR 97754 :ONTACT MARK STEEPY @ KPFF CONSULTING Phone: 206 622 -5822 1201 3RD AVE SUITE 900, SEATTLE WA 98101 ******************************************** * ** * * * * * * * * * * * * * * * * * * ** * * * * * * ** Additional Description: Developer Construction Cost: .00 INSTALL ONE PERMANENT WATER METER, SIZE 2 '.:. METER INFORMATION: Water Meter Size: 2.00 Quantity: 1 Work Order #: 5106B Type: PERM FEES: Regular Connection: 400.00 Acct No: 401/388.102 Install Deposit: .. 1,000.00 Acct No: 401/386.520 Plan Check: 10.00 Acct No: 000/345.830 Inspection: 15.00 Acct No: 401/342.400 Turn On Fee: 25.00 Acct No: 401/343.405 Special Connect Fee: .00 Acct No: 401/388.101 Other Fees: .00 TOTAL FEES: 1:; 450 OO ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. S i g n a t u r e: '^- �,�"��.c�.e i � , �"`- Cl��...� Title: ‘\ Company: _ �..,b.a * t2�eLc .12"1G\ __ Date: r 1 d " a ,6 *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE: JJS M ' , n Issued By: `J � 11 �LL - .L- Autho ized Permit Center Signature Date ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 herein. Final Inspection Approved By: Inspector Signature - Date • • r � i i:.I1 u OF 111KWILA Address: 63O4 S 1t30 ST Permit Pao: PW95 -O'357 1 :quite: Tenant: LE'5 'SCHWAB Status: I'=S'SUED Type: PW -'S'5S A p p l i e d : 11/28/1995 Parcel #: 362304-9106 Issued 05/14/1996 4 4 4 v 4 'y k 'k •k k k •k r 'k 'k 4 •k 4 A •k •4 •k 4 ' k k •k •4 •k 'k •k •k ' 4 •4 'k •4 •4 k •k 'k •k •4 •k . 4 •4 4 •k k ^k 4 k 'k k •4 : 4 •k •4 .y 4 •k •k k 4 4 4 •k •4 •4 4 4 4 4 4 4 4 4 Permit Conditions: 1. ALL CONDITION'S OF METRO ':EWER OIL /WATER 5EPARA10R APPROVAL LE 1 TER DA1ED JAN 17, 1 996 PPPL.: ••- AND...,ARE PART OF THIS PERMIT - LE1'1ER ATTACHED' T0 PACKAGE. 2. Temporary er ~os ion...contr o1" Measures i ha 1 1.:kie' imp i emented as the first order,. of'.businessA tb prevent sedi'm‘ntation off - site or into ; ., e�s'tstin�a� ";s. ;' - `orm a, tac11 l.tie .: , , 3. A�; -£UILT SIrJE. UTIL,�ITY PLA >y'5HALL BEps'SUEMiTTED r044 3. WORD;: PRII R�T0 FI, tAL� SIGNOFF 4 ,, ,5�, + W f I'', `k, qt is „ :+ ^� :A � �,. ,.. -, f , ' , r ...... , �� ���" 1 ,:' 5 N, ,,1 ; le l N'. .r .i, `. L , oh t , 4 p ' 4 � p {'`' '•- ' 1 )1\j'AV / ..--,-",/: . e ) N it i 0 . :9 ,..,.. ��SaAt53%7;167 � i - ' ,�., i ,`� t l` - ..9' � nt4 0 � F¢ 1� , 44, : - :c -- i 'N., 1\ - . 31 . 0 't---**'r4-i'l , / \\11-2;N-17-". ,e :g ' t, c : r. 4 44 011L 0 *" 3 -"' cc7" --- " , ....-- - \ * 4t rtli ,,,,, / 4 ) 7 i ;17 (� �4 ry ,..., 0 0 / \ V1` III 11' 'V V ; I , r f 1 ; , (,), .f, ,..7,,o, 1 I 45 k -. 4 \....;,,.. 4... .., 1 � +'M.,. � �•), ' � i ' .,� ° .,ql,M {i�ry.., gi p,/' ` '�. R� ��,�. HAULING • Permit No: PW95 -0354 Issue Date: 06'20/11996 Status: I'S'SUED Approval Letter: 06/10/1996 Parcel No: 362304- 9106 Expires: 08/'i9/3996 Site Address: 6304 S 180 ST Location: 6804 S 180 'ST Start Time: Bond Number: 2,000 CHECK End Time: TENANT LE'S 'SCHWAB 6804 S 130 ST, TUKWILA, WA 98138 OWNER HOME DEPOT Phone: 404 433-8211 2455 PACES FERRY RD ':NW ATLANTA GA•''30339 ENGINEER KPFF CONSULTING ENGINEER: Phone: 206 622-5822 1201 3RD AVE. SUITE 900, SEATTLE' WA 98101 CONTRACTOR LES SCHWAB:. >, p f ''` Phone: 50:; 447 -9162 ATTN: RU'SS ,PARf'•ER, 64.6 N MADRAS HY,, PRINEVILLE OR' 97754 CONTACT MARK STEEPY ' P•honc:'206 622- 5222 KPFF ,CON LILTING. ENIGEER'SY' 1201 3RD :AVE SUITE 900, SEATTLE WA 981 ** k•k* *•k k* h k 4**•4*•4 h'k 4.4. 4 N•k•k•k* k 4 4 k k•k k k*:4**•k 4 k.•k* k* *•4*` *'4*•k•k * 4**•..1** k4 4 4' k k 4 •4 Plan' • Chec:k•:.,Fee: t.' 410 90 I'ri t ection Fee: : � , s � f ' f' 15;00 • � ' / , Other Fee ''' ,1 .00 . r; `,. `TO,TAL _'FEES : 85.00 a•**h *•4'44 **•4 k' 'k*•4 4 kk *** *•k *•4**h• * k• kk• 4• k• A *• k• k• 4** k• k• k• k• k'* k*• k *4*'k'•k•N.4k *4 *•44'k*•k4•44*4 The unde gne.d heraebv applies -•�fcu perm•i•:,'.ion to perform hau;l.-ing .per attached map in'Rc4.'rdance >xwith,,the fo11owing coeditiont$: 1- ed'ingany•, F1ag�g si'gni1ty and..cor inl ° M :ha� 1 1 1 � \be i in- ac with�'PMUTCC; t,ar• traffic traffic control. � r,., E i+ ' .. . 1 i' , �{ i 2- Contr`ia'� for �l,)aP1 p t rovide.'' cer t ' t ' i,t t ied �,t,li me ..for tratt' io. co ntr'•e1 , .: 3- 'Sweeptir• ,ot�li r;� l,ean�•st e is , t.h '• ::atis.faction of Publ �irks each nights Earound haulir1g routo1 tri ter iush i v ,l�i9 . a1..14iwed. >. °''�,,, x j 4- Notify r.c : ° n .kector r :0 �' he o re 1 ►�oia►Y; on ,r'•i•day precWeek;end work i\ v 4 i ,,,M 4* � , ' t t . I .,r'r f ._ .,1 . •. f. `�� 5- Perms 4,,'fs ` val,t•Ci, between the weel,d�ay W,ii r �.% of.,7:..Q0 a.m. :arid : .3:3,0'!p.nr. only. , ( 6- Clean `ei d renw a debris from city t R at`ch 'n;a��,ln:�: and iround % 4'u1 ing • routes � F `,,� '' "" ,;. ti f L'-•,')' ,, ' , , 7- Provide a temporary acre.:: as not to \ i n,tert'ere with ,rather vehicle movement Ord, cause_ .,trucl.s to trave 1' avc.rcurb� "' 8- All vehicl,e3; rnu t,'- ;`roak,e complete stop prior to "enter.ing pO1'ic• right- of -wad.. k k 4* * *'k* k****• k**• k*• k' k .t1c * ***•4'•k•k** k k '** k ,h k ** **•4 k, *•k•k'h•k**444*** 4 k•k k 44 THE APPL I ' + T MUST'" NOTIFY THE INSPEGT6R ,0F"'COMMEt4CEMENTM D COMPLETION OF WORK AT LEA:, 24 HOURS IN •ADVVAN x =- i anature r"'- :_.`,`', ', , r . .. _r.'. •Date(• * *•k•4* k* *•44 *** 4'4'4**•k** k k•k•k•k***•k *•k•k*•k* 4.4 4*•k•k•k**•k•k k•k•k **•4'4'4 ** 4 *•k k•k **•k•4•* k** 4*•4•k ** APPROVED FOR I'"'SUA.NCE BY' JJS ii Issued B v : � 4144. '1'W' June_ 9D 190e Authorized Permit Center Signatbre Date k *•444 4.44 *****•k *4 44 **•4.4 k•k * **•4**44•4• 4 444•4*•4 44* *•4 4*•4* 44.4 4 4 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily inet the standards and condition., for the proiect approved herein. . Final Inspection Approved By: • 4 1..f..4.: \rl . (' t,._ L:.k... (., -. /y) Int:.pec(tor Signature Date • • ....... •', ' City of Tukwila Application # p q �, o (0.--i O 1 �'•« Central Permit System — Engineering Division r Q•'���y ; )E1' 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION (cloy PROJE <' >: Site Address: T4 e lioop •de,cei, Si l - -G$/S S. /60 -, rile k.1' /4 INFORMATION Name of Project: /e s iL • ri re Cep, le r Pro•ert Owner: Les Sc.iv. , T1'r - Ce ter Ore. , Phone No.: .5'03 447 9162 Street Address: J / ii i k,A1/ , Fr in ev/We , c'4' City /State/Zip: ?7754 Engineer: k - p rc Ceh54/1i �y .9 /11 et°rr Phone No.: X22 •.5 Street Address: /2.0/ 7 i're/ ,4 fre 5 '/e 9DD 5e4 > /,' 1✓ • City /State2ip: " D/ Contractor: 4 es S Cons/rod/an Co, i r k Or eaon Phone No.: (S03) 447- 9/62 Street Address: J0/5 /tig44 -,5 Alto h,.,,ei v , Pr. ;nevae , &V? City /State/Zip: 97754 King Cty Assessor Acct #: 36 2.304 So 7 4 Contractor's License #: L.SCONC II0 Exp. Date: J0 // 5'6 P.5Filillt:$50gi ❑ Channelization/Striping /Signing ❑ Sewer Main Extension ❑Private ❑ Public REQUESTED ❑ Curb Cut/Access /Sidewalk Storm Drainage ' ` "` "' '`'' '' " "'"'`'''',. ❑ Fire Loop /Hydr. (main to vault) — No.: Sizes: ❑ Street Use PL) 9 o3Ss ❑ Flood Zone Control e ;/,',„ ❑ Water Main Extension ❑Private ❑ Public 35 ISTe Hauling 300 i z e Prep ❑ Water Meter /Exempt: —No.: Sizes: 3$� yip N. Land Altering 2, 7 cubic yards (Pre /e44) Deduct ❑ Water Only ❑ , "" Pis ' 6 -cO'ze Landscape Irrigation Water Meter / Permanent — No.: _L Sizes J/ Pk) 6 -0038 ❑ Moving an Oversized Load ❑ Water Meter /Temporary: —No.: Sizes: .{� Est. start/end times: Estimated quantity:. (� Q Date: Schedule: i' Sanitary Side Sewer— No.: J - /4S Zf ❑ Other: WATER METER Name:I es sc,AL.-4,6 TJre Cen1/ers ,,,) Pref,,c, Phone No.: 54 .ti,e .:REFUN bib ILLiNG » Street Address: e, m e City/State/Zip: s 9 iv e M.ONTH;LY ; < `! Name: Z e .5 '4 1.,-46 , T/• Ce / r 7 ©rel,h Phone No.: so SEFIVJCE >Y: :i:in>a : BIl:±1NGS > <TO' >- ': ::V Street Address: £ 4 , e City /State/Zip: s y n, e Water Sewer ❑ Metro ❑ Standby DESCRIP:TION.' :OF:P.ROIECT:<: ❑ Single- Family Residential ❑ Muiti•le -Famil Dwelling ❑ Hotel ❑ Du•Iex • ❑ A•artments ❑ Other: No, of Units: ❑ Motel ❑ Triplex ❑ Condominiums XCommerciaVlndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University "d Retail ❑ Manufacturing ❑ Hospital ❑ Other: :°..'. '"`'° ": •,• New Building ❑ Remodel/ Square footage of original building s M15GELL'ANEbU� A q 9 9 ace: P INF:ORNI ATIO `« Square Addition Footage: /3 70 Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 5'0, ODO 1: HEREB H : VE RE . % ::Ti-IIS: APPLICATION: A ND; KNOW: THE:; S AME::. TO BE:TRUE AND ;CORRECT < Applicant /Authorize' .. Contact Person //J / j� A. . is n, r - • 11110" - , (print name): / - f R r I'� Sf c�ePy L A Print N . . Address• /2y TJi -J''vr , -S Y' 900 Date: as, ct 6 Phone: : • xj'„o . sea /lc 4/4 96 Phone: 6 -S6ZZ Date Application Accepted: 11„ Q _ s 1Date Application Expires: 5 - (o ,. ( BqS C) - oi . ..kv s•, City of Tukwila Application # ` U i C) o , fir a ' Central Permit System - Engineering Division : -- .4. S 1 E1 6300 Southcenter Blvd., Suite #100, Tukwila WA 98188 Phone: (206) 433 -0179 ' UTIL ITY PERMIT APPLICA O rwo3,91 PROJE ;; `: Site Address: T 1-1orl2e .Dejooil •Gi'ff - 6g /0 s, /80ei ri,�//e <I ; Name of Project: 4e5 Sc.,4ty 7 're Cen7 Property Owner: I, e5 .5cjv T/ie Centers 01 Ore Phone No.: (503) 447 9/62 Street Address: 10 5 /t/ .. d S Aii• 4 Fr inn e v i' /1c d ' Cit /State/Zip: 97 En•ineer: /</ is Cons Ain • E : h - - r• Phone No.: 422•.5 - 82Z Street Address: )ZD/ 7"/ier 41/e Su ' e 90D Se J // l,✓,; City /State/Zip: -- ,- e Contractor: kes Sc4L1, Co tee hop? Co, S Or eysh Phone No.: (S03) 447- 9/62 Street Address: /0/,.5' �/ #t4hw Ty , _._f_ / , GHQ City / State/Zip: �'77.r King Cty Assessor Acct #: 36 230 10 ? 4 Contractor's Lic #: GSCoNC 110 PC Exp. Date Ie /// 96 'PERMITS;; > > ❑ Channelization /Striping /Signing ❑ Sewer Main Extension ❑Private ❑ icuP lblb REQUESTED ❑ Curb Cut/Access /Sidewalk )2 Storm Drainage ",:.;,:;: " .. ❑ Fire Loop /Hydr. (main to vault) - No.: — Sizes: ❑ Street Use Qw x5. 0354 ❑ Flood Zone Control ❑ Wader Main Extension ❑Private Public Hauling 6ocYDS 3 oa "511 e F 1:1 re p ❑ Water Meter/ Exempt:- No.: _- Sizes: 6 I t01 q 64 Land Altering ..2,, 700 cubic yards (Pre / eggs ) Deduct ❑ Water Only ❑ , " Landscape Irrigation f J Water Meter / Permanent - No.: _L Sizes• /f2 ❑ Moving an Oversized Load ❑ Water Meter / Temporary: - No.:__ Sizes: Est. start/end times: Estimated quantity: Date: Schedule: ■n Sanitary Side Sewer - No.: / - /QS GF- �t ❑ Other: :s:WATER METER :: ; Name: J e -Sch wu4 The Censers 15) Or Phone No 5 - S, REFUND /BILLING : Street Address: S et e City / State/Zip: 5 olive < MONTHLY. :; ::: >< ' >'' Name: L e 5 Atve. The' Ce / r 07 car •,,h Phone No.: s €: SERVICE - _: BILLINGS TO:::: : :: Street Address: sein ,.D City /State/Zip: ssin} e Water Sewer ❑Metro ❑ Standby DESCRIPTION :OF: PROJECT:? :�_ ❑ Single - Family Residential 12 Multi•le -Famii Dwellin• ❑ Hotel ❑ Du•lex ' ❑ A•artments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums XCommerciaVIndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University ►'d Retail ❑ Manufacturing ❑ Hospital ❑ Other: :'''':. .::.. >:.:..,.;.;.. New Building ❑ Remo del/ Square :,MiSCEl.L q are footage of original building space: INFORMATION: Square Addition Footage: /3,2 70 Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 50 000 �H . VE RE. % ; THI. PLICAT/ON AND KNOW THE S 4iiii :TO::Ei.e RU AND, CORRE . 1� HEREBY:CERT!F.Y At nt �� /Authorize,wr (print Person �,/ 1 Agent Si g na r-• r� rint name ; / < �C SteePy e IC./3t;4- l Print Name: 'Qjuc.. 3 . CQt;- �( A4.4,- Rec ress: /20/ 7"4/rei ilve , Su 900 Date: 20 cf 6 Phone: : a .5lo o Y OF T ry U 4/ 644 98/0 Phone: 622 -S'92Z Date Application Accepted: f 1 _,. Q,_ • s N 0 b r a - , •plication Expires: 5 _ , % ,�Wi�, ..•yy �` C �an , ,, J. � ..�. City �y of Tut. wrla Application q c — O (0 o i t,Z; ' Central Permit System — Engineering Division -i .." ' f •' 1 E1' ; 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 '.. i..- ',,.,;;�9oa;: UTILITY PERMIT APPLICATION of PROJECT :?':i >? > ;! : Site Address: T ,4 e A/eme �e/co7' S A - -g8/6' S, /60t§ , 7 # ,kv' /� ?: INF O RMATION <` Name of Project: Ae S 41 7 're Cen/er Property Owner: Les Se Ai14, r're Centers ei' Ore Phone No.: (50.3) 447 9/6Z Street Address: /O Metdr. A6t, 4 Fr in ev,' //e U ' Cit /State2l•: 977,5 4 Engineer: xp�i Cohsu /'yh� Ehylinee"s Phone No.: 6 Street Address: /20/ 7"Ae'r!/ 4fe / Su ' e 9o0 5 ) Li. City /State/Zip: -' y Q Contractor: 1 es Sc #,6 CpnsTrue) ion Co, ,11 Oressh Phone No.: (S03) 447- 9/62 Street Address: /0/5 Al r4 t. tiwu r:n - va- L A City /State/Zip: • , Kin g Cty Assessor Acct #: 36.30 7 4 Contractor's License #: GSGONG 1/0pG Exp. Da te _ /2 PERMITS ❑ Channelization /Striping /Signing ❑ Sewer Main Extension ❑ Private ❑ Public REQUESTED :! ❑ Curb Cut/Access /Sidewalk �( Storm Drainage . ...... "'. ❑ Fire Loop /Hydr. (main to vault) — No.: Sizes: ❑ Street Use ❑ Flood Zone Control c •t' ❑ Water Main Extension ❑Private ❑ Public Hauling 3 00 " i i Prep , Water Meter / Exempt:— No.: Sizes: ' Land Altering .2, 700 cubic yards (Pre L944) Deduct ❑ Water Only ❑ , " 74 Landscape Irrigation )' Water Meter / Permanent — No.: ._L_ // Sizes• L O Moving an Oversized Load 0 Water Meter/ Temporary: — No.:_. Sizes: Est. start/end times: Estimated quantity: Date: Schedule: r Sanitary Side Sewer— No.: J -• /4S L•' ❑ Other: ::WATER: METER!< : Name :1 es .9,41,46 7 Ce, /Prs 01 0reA Oh Phon N o.: s4 it, : :R EFUND /BILLING< >< >; Street Address: s elm e City /State /Zip: .s 4M e + MON ; ' ; ? ` ` Name: e e 5 /it,. /,. j v^ Ce / r d Ore ,, Phone No s ■ BIL L ING: >T O' : >:>l Street Address: 34n, e City / State/Zip: s i r .n) e _ Water ,Sewer ❑ Metro ❑ Standby :DESCRIPTIO■: :OFPROJECT<' ❑ Single- Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex - ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums X CommerciaVlndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University _ VI Retail ❑ Manufacturing ❑ Hospital ❑ Other: ,:::;SCE g ❑ Remodel/ Square footage of original building space: MISCELLA New Building Square Addition 31NF OAMA7'(.... Footage: /3,2 70 Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 50, 000 a - >/ HEREBY•CER.TIF.Yi • : 1 A VE :43E THIS AP.Pt ICAT/ON:AND KNOW: THE S AME,: TO BE ANDCOR, RECT Applicant /Authorize qkllr,Mrdrdllr Contact Person Nark n n Print Name: 'Q{ J , CpF,, li - Address: 12o/ TA/A /foe , std./ 904 Date: `I //L,o �q Phone: � � a 7 .Sea/ ly i 98/_/ Phone: i 2Z -S,9LZ Date Application Accepted: Date Application Expires: c AAI0921Q • • • ,t'.r''v '4 �i 1 . ,,.. ,: , ;r...,Y.. ��i;d. f�'t•.•)r4h,: v.•::.,. a ....,. ,.......,.,.,.»-,.... ..,.. w.«.....,,.,- w. us+, uv... ew,. wv .+w..u..vvsr+ma. =t+'trciormm� Y. v*z.. x.,..., , , ,:....»............._.... �.._.._....._.........._...._...».......,.T....._......-........___....._ _.........,.- �.o.»...........__ OT , -.3 ROSENAU & ASSC3IATES,INC. .�.® Construction Inspection & Material Testing 6747 M.L.King Way South, Seattle, Washington 98118-3216 •TeI:(206) 725 -4600 *Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 WBE W2F5913684 • WABO Registered Agency • A2tAAccredited Laboratory April 21, 1997 City of Tukwila Building Division 6200 Southcenter Blvd Tukwila, Washington 98188 Project: Les Schwab PERMIT NUMBE :()5 -0395 6804 S. 180 Tukwila Ladies /Gentlemen: We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1. Reinforcing steel 2. Anchor bolt installation 3. Reinforced concrete 4. Wall insulation 5. Roof nailing 6. Seismic strap installation 7. Reinforced masonry - resteel & grout placement Copies of all reports have been sent to your office or are enclosed. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. .Smoot ec.wati- { Susan Rosenau -Moser cc: Les Schwab RECEIVED APR 221997 COMMUNITY DEVELOPMENT . . • . | . ' ~ , f������� ��`���''��'�� ���i � �,°*//��� "�e~�^v^~~ . �~, . / � '` \ � ' . , ' , . . GENERA 3598"59 TOTAL 3598.53 A.^ ++ 6*+A+++*�*+�*+�+++�*�+�+*+�**++*++^ CHECK 3598°53 CITY O IU[N%LA. N� TCnK�� ' CHANGE 0.00 ++A.* A*+a*+�+*ah **A**++�+�**^+*n4,f� A tit **+** * • ' O 123 540DAOU0 09:3T` TRANSMIT Number: 96004125 Amount: 3^598°53 05/L4/96 08:57 Payment Method:. CHECK Notation': LEG GCHNQD TIRE Init: SLR . . ` Permit No: J195-0395 Type: n-01.1)13 DUTLD%HG PERMIT ` Pmrre1 i1737 362304~9106 . Site AdJ'`pwq: 6004 S 180 Sr �', Total Feen: 5,925°53 ' (*Mir, Fuymont •3,598.53 Total AiL Pmtm: 5,925,53 '' Balance: .00 . +) +** A + * ^ A . A * A A^ **«*a ^ **A +k* A++x^*aA. A*A * & *** it A. * A *+A+a*++A **A++ . Account Code Descriptinn Amou��t . 000/322.100 BUILDING - N%N8ES 3,58O.50 , _ 000/345,830 PLAN CHECK - NONRCS 5.53 � 000/286.904 STATE BUILDING SURCHARGE 4.5o �'' ' '~'---.--'-' ~'—`-~ .... `-- ..... ' ... ... ... ....... . —`~~~--`---- ... —~~— tot .... — .... —�- -- -r ~ — • ' �; ' � '` � ' ' � ' ' • . . ' '� ' ( ` • ��� �'' �.�. ' ` �� �� | ' '� .� ■ . ' ` � • ' `, � ' . �� ` � �.` • ' ` ` '` ` ` . . �' ' � � • ` ' ` ' . ` ' ' � �� � ' � ' � �` . '' ` ' • ' , , ' . ` '�' � ' � ' ; ` • ■ ' � ' ` ' ` • . • � � ' ` • • • • „ • j ' • ' • ”" ' • ' '1 • • " " t # 4 •4 - • GENERA 25.00 *4t.lr*k*.AA*k**kNA*4—A****A*h*.A********A**h*****Nit*.A*A*kA4*4A*****4. TOTAL '2.5 CHECK 25.00 or TUKWILA. WA P. ON CHANGE O. 00 • t .. 1 .00 ot5/ 9 gs/g/,,9p 7 123 5810A000 1632 1PANSMIT Number: '36004205 Amount: Payment Method: CHECK Notation: ACTIVE CONSTRUCT initt )71EY Permit No: PW9G -012? Typo: VW-HAUL HAULING • Parcel No 362304-9074 Site Addo.ess: GVIO S 180 ST Looation: 6810 S 180 S1 Total I 25.00 rhiv Payment 25.00 Total ALL Pmts: 25.00 Valance: • .00 itickfiA* Account Code Ini'ioeiution Amount 000/345.830 " PLAN CHECK - UTILITY 10.00 N, • 000/342.400 • INSV FE r - UTILITY 15.00 • • I s • ..• { :J t tf. . . .f V 7 .i. •.} . 1MiM;VM?wYMr}�,!Rf }J''t`� t �r, ;f 1 ^ ^'"`•� ` .n 1": ;. � •'i i'r f' d.t.. 'C' i:t: ' +. 'f, � .Vif +:'i �,T�.,�tii, n `.�`, 4** ***k*** *k#0,* **k*rk*.„4 k*- 0,k •hkkhh**,5:3k e*h ko,...7e% ** CITY OF TUKWILA. WA pKI ' ' " 1 TF ANSMIT *•kkk****•hkk **k *•k *•k *kh ** h *k A** k• * kk,4*kkkk*h *,4A * * * * ** **hk*** TRANSMIT Number: R9600519 Amount: 825.00 12/10/96 09:18 Payment Method: CHECK Notation: La CONS'TRUCTION In•it» SMC Permit No PW9S -0359 Type: PIS! -WM WATER METER PERMIT Parcel No 362304 -9106 Site Address: 6804 S 1E3() ST Location: 6804 S 180 ST ON WIIST SIDE OF LES SCHWAB BLDG Total Fees: 1 . 450. 0(} This Payment; 825.00 Total ALL Pmts: 1 Balance: .00 * * ** * * * * * ** A * * * * * * * * * * *•k** k**** k * * * * * *A * * * * *k * * * *•h * *A *A * * ** k * ** Account Code Description Amount 401/388.102 WATER CONNECTION 175.00 401/386.520 WATER .INSTALLATION (DEP) 6,°'0.00 / 737 12/J.0 .9617 ' TOTAL 825.00 r !AO ai / �3`:r 5u• r„ 1 n. re t.J � mr !3 r,..: , ; ;,.x?siv.t { +;' <.YiSeryrA;�teu �i. ,(fib �,�§1 C � ;� '.i� qx, n ^ryc � dt rx "" z! 37." K""' �»?1'F"l5^;',rz.a��•ral�'("r"r� *"' I� ►.. , ,.. .., 5 ,// y /9I {4'54 •**• kA kAA• h** k• kkk'k:4 *A•*•A*•4 *•kd•kkkhk*A•A AAl e*• A •k*rA **kA * *4 *kh *•AkhA**'4A4A•k C3:TY OF 1''1K1W3:LA, WA 1RANSMI1 ' *AAAirkAh•h4e•.k*4*x1• Air• k* A, 4•hh•k:4kk* /**'4***4r• 4**hk r'4 **kAkT4 *k4e **A** *k4•kh 1 P(1N iMIT. Number: 96004127 Amount: 66.00 05 /1'1/96 Q9 «07 Payment Method: GI'1EC:I( Natation: LEE SCHWAB In'1t:. i4LV Permit, Not PW9G•-002t3 Type: PW-L(a LAND ALTERING PERMIT Parcel Nci 362304 -9:1. )G Site Address: (1304 S 180 ST Locations 6104 S 100 ST Total rte: 66.00 This Payment €6 00 Total ALL Pmts: 66ir00 Balance: .00 :i. r4• kA4. A• A• A• A4ke4* Ak* A* of A• k4A•. kAM* kA.• 4kY 4Ax4Ak* 1:. 4AA• k• Ak• hAk •hx4kA•A•A*•4e4+A'kkifA•k4:*4 Account Code Description Amount 000 / BUILDING - .NONREJ '43.50 000/345.13.0 PL(ai4 CHL:CK •- NONRLS 22.50 Sl } 1 s ! rr « j # � r A } { m S ev 6•]b t f 1,t � r T S.� p q . i ` p l .,l y t• _ . . t..r.,... .. • eai Ui. r 1 ,t it �l t .. .a.. L ,_ f.. it ru�._•...i• :�,,. �.Ykr�.1 �.Y .1i Sir /L _.. 1l. �'►, •, li4el l.: �S... Ir.. yA. I. �._ Jef.:. h�. 11Yaw... ir:. tY�' N. AJ1. ��l tJ. AJ.efke5s. �A :YL51r��1�Ny�tlrth7 �'F.difta!f1A1i '� • • fi 1 . ... . . 4 ieN V: . 1;. , 4 liil l &X • ::/{4 . ..1 0 :4 - ti'' . .:00.?'..,',A.% 41 :' , .:' ,. „: .7 ''`V 'icr-i'X iii ki‘rt'' '''' '1K '' ' . .+Al: t ' • • ' • .1*. • , kkeri , A , ^410.4 4, 1 ''' ' If : „ • 61/1/[5(.0 24 3 • • 41 , • , , . ••„.. r . . . . ' . .• , . ; . • • . • , • ,••,.... • :-.. . • , • , . CITY 'Or TUKWIL•,. WA *A?cAh***!v**4/1"ki*h*A*Ak*k*A.A.****A*A*A***'Vii** .1PAH0t4IT MUmbet; 96004126 Amount: ---- 25.00 05/11/96 09:07 .. . Paymen't Methedt CHECK', 'Notation: LES SCHWAS ' : Init:.MEV • . . - . Permit No P1496-4030 Type: PW—FLH, FIRE' LOOP/HYDRANT ...- . , . Pre .3 . lerNo: 62001-9106 .' - ' , . • . . , Site Address: 6804 t3 180 SI ” , . . • . . . . ..,• Loc,ationIt 6001 S 100 ST . . . 'rot0 Fees: ' ' 25..00 Thia Payment 25.00 Total ALL hilts:. . 25.04 ... Balance: •.00 '. . . A * kit 9 ii"A ok•iti:***ri h*AA irL11.*******14** A isic—Aielk***4:1 All-A At41, * A* Iv* . ' ,,,::.'',' .: • . Account Code Deeoripion, 000/3.45.030 PLAN CHECK - OT : . 10 C'0 141/342.400 ' INSP.FEE - TLH/LI/WME v4.0.0 .. '•,, .- -:. ... _ • ,:. .„.., , _ , .,.•- . . . . . . . . . . . . ; ,• ... . . • • . . . , • . . _ . . . . . ... . . . . . . . , . . . . . . . • . • „ , „ . . • . .. . . . . ... ._ , . . • . - . • . . . • . . . . _ ... , . „„..: „. . . . . • . . _ _ _ . .. _ '. .. . ,.....,.. ....,, . , . •: • . , _ . . . • , • . • • , . , ... . . . . . . . .,.. . , • . „ . , , . l' : . • . ,.. :. , , :, .: , . ,-:. •• : . ., ..: ..:...; ......• ;••,,::.;:.:',..-,. ,, : ,•.' ' , .....,.. .." ' ....'„. ...... • .,. • f..,. :' ....;; • :: ,. - , . , ..: ,,,..,:,,..: • :,.. .:: , ,.., ...,,,,, : :,,..•:, ' :'..,, ••• .,....•r,. :,, „•,,,..,......,, 1 :•••.:,...:. ' . -; .." f : ".,;,!,:, •.".," : I ',•• , ,„,...,,, ...„: .•.'• ..','...;••'.. .:.,;„:,..;:,'. ,•:,.,,: .. ., '.:,:,,,• .), i...:,, •....,.:.::,..;: •••.,•;:!"..,:, !.. .;..i,•, •;,::., :,:;,:."•;,:;,...,.;:..,:....,:,:;.. , :•!.. , ; , ••,, , ; , ,;;,: , ,, , ,, , ,';'.,"::' , .::.,1..:,•..,'.;,..i,..'4' . ;'.".,:•..r2,--:f!; - ;‘ , ...::::: .':•! - .......q.:',:...: , "$:i.i . ..••:;,....;;.4.;?:.. -, :r. •. . "J i,1:.!:::;,u.4•Yuk-a;,,ia,..:',...;;-,rAwi.k.4.6,-A.,..,,;-12-yikiiii,.).k.itAi.iltaitiAvtii...161&4.,;:tisfdikis',.salic.iie,,i,c.;:idiiglitliacwireauii,A..10itegit.... l r. y t r yf . t.. f +f'r ` + f,.3 1,i4 4 1:,,,f• 'gr.r 1 r ' ' i.?" , . , y .i $ ,. r 1 )' + 'F: rtt - ...vti.FViga "! i:.:'s.r • . � +1; 'Y •f� AhKl }. f i ks� . � r . ,iv t "fit : /1{ ,ty.Y�dY:�f,'gt, <. 'Ktii'�ro'�.'� 1 •� .iY;f` 5.�'� G :r��' � ��'•:•. '£ i � � 5 //�� � Kl s4o. *, * *** *Ak*. hkhkkkk**Al *I t*• A* A* hk* k**/v***AA*kk•lklr *A•*AhkhA *•* /Ahkkk*`. CITY OF 'i'UKWIL..A, WA TRANSMIT ' �h**` k*/ r* k** Ak* xk****4k• A`l rlth•4****A*IrkAtT•A*..1.Fr'o** **•lekhh.A** **hkh**:t*** ' TRANSMIT Number: 96004123 Amount:' 25.00.0.5/14/96 09:12 • • t' dyme.nt Method: CHECK Notation: LES SCHWAB I n 1 t : MEV A • Permit No: PW9;S`- 035; 'Type: PW�Hr UL HAULING • : Parcel No: 362304 -91.06 . Site .Address: 64304 S •1130 ;3't L o c a t i o n : 6804 8 180 81 ' . Total Feels 2.02.'.00 . Thie Payment 25..00 Total ALL Hots: 2,025.0 , Ua 7 1 anC ( : .00 AkA:4l<kA 1.,,** : kA 4q,k Ak A• fi* A. A, lkk'+.b.h, AAAk• A, 1kkA, •AA•hk,k**4,A•Ak,AA•`A***kA**** (account Code Desc,r.i pt i an (amount 000/386.901 BONUS /OEPUI;ITS 25.00 r ...::, .. _r..,... ■ .,.., t.._..., c; .'.ri... ;,:.. s.:, t.., r, ........ersr<s r_`.s.. ,..■t.:.... ! a..:.n.._ ... a,.s, d., .cu..,... i' _ ..r1s. __Lw2_.ff.! ;..i...Ed1 i v 1 L , .''' t� ✓+ p^^ r< .1 .. �.r;: 4. r ..rJ .i l l ,� . e"44 t+ w Iz ] ; ^,fir k i .f rOw IN kl, . w , u . . . :d;e �'• '" :iu + • p•1.i �„r•.$ �1 +x +'t +, .:t ... � • r : �: y4i 1`�' y'.q • + " y/ { � • r.r r 't. � I� f < y5' 3; • 5: � ra ri �r'� r1' "}'� . . _� s 4r. u`� yi }f if -�: rr . r'}; itt.' GENERA 165.00 • A. hk.k* 4** h*- 4k* k***•►••A hk .(likkh*•hA *•A•A *kAlc•A *A•i A.A'h* *AA*A*k*kNAlc *k•kk *A•A GENERA 25.00 C: ]:i'Y CI 1'UK4tl.I.,A" IdA '!!;NIdShiI1 GENERA 20.00 i ******** A*•k h• kAA.* A*A Ah*hh******k***A** A• Ahk **•Ah*h' *A *A•*•hfe•A **A•h*k }I• MaERA 25.00 1•irAh.!$MTT Humb r': 96004102 - Amount: 16.00 05/14/96 09:11 GENERA 625.00 Payment ay ent Method : CHECK Notation: LFS SCHWAB 111 i t: '14i; Vp GENERA 66.00 ERA 25.00 Permit Nor PW9 r -0'3 5 "mine?: PW••LA LAND ALTERING PERMIT GENERA 25.00 P a r c e l No: 362304 -9106 TOTAL 976.00_ Site Address: 6004 8 180 ST MR 976.00 Location: 6004 S 100 S'1' /PRELOAD ON CHANGE 0.00 Total 1 s: 51f6 123 5403A000 09 :40 f Thiu Ptsyment 16,5.00 Total ALL Pmts: 1.65.00 Balance: .00 h***k *•h *•gF4.i1*k,*krlk****A A*k•**•A* * *A'k*•k* k *A *AA•*AA•** *k *+t** *kA Account Co Description Amount 000 /322.1.00`' -•.. I ;IJ]L)]:NG - NO.JRES 135.00 000/343.030 PLAN CHECK •- N0(.RES 30.00 • r 1 I , se .. . , ` yy { i L }' f 1' .'a �; • , r. "'-'t" MS; '''" , • "i•"47''' ..v ' •••=4 r 44 : 1 ". • e 4" „4" erx -.o , , yWtr 4';''' ' .. 1 <` `�{ � '�i 1 +t A 1�� � "" � v r �:lt'�i1''1'ayxq• d '�,� �; 4''�'f =�' k ". ( '��� • � � � � il 4A" AfiAAk* AA* fi•* fifi*'l MM" k* O4• ke4k• kAfiAkAA' fikAfi;• AA" A4 •A4A*•Afi•rkk'kAAAkfi"k4*kAA•A *fi , CITY OF TUKWILA , NA •TRANSMIT Is* *"fi * *A*44* .4r*A fi• A" y44rOk4Aa rfi• A4* Afi** A****%* kfikfitc vA *'fiA4r*#A"k44ik *fi"•kfikfi" TRANSMIT Number. 960041.31 Amount: 25.0') 0 11 09:11 Payment Method: CHECK iicitatt i c►ri: LES SCHWAB Lt i t: MC:V " Permit Not PW.a -0356 type: PW -"LI LANDSCAPE II<'.RIliAFI0t4 P.urcel No: 362304- -9106 Site Address: 6804 $ 180 ST . Location: 6804 5 180 a•I' ;j 'Dotal Ft es: 25.00 . • This Payment 3.00 Total !ILL..Paits: '25.00 : ., • Uaylance: .00 7'. . 4*+ 4* 4< 4k, 4fi".* 4,* k4k* 44fi4Sk4* 44 4*. A4** 44*• AA* A• 444*M *e44*AAAAk4**Afi•'A*fik*A4+k : 'Account Code Description Amount 000/345.830 PLOW CHECK UTILITY ' 10.0.0 401/342.100 INSP. FEC'. - FLIi /LI /WMi:• 13.00 : x , . .., .1 v s t 2 •N1a L ., ` • , {EA � b" S ,,,t? ` [ Ak , l i t t ,a c i ivk7 . '' d i T' t h«�'tii t,` �aii.'4 likt r cy..f. .r•a 1r.,. x. .�:.1, ,..t4.:..,s:.v.n.t . tt.uSi. +,4, .?�.,1•....f1t:J. r� .l1.i .raflv yf''� Iz t':a[Zld..f !),rxUA '.::1 ., a�.l 1, .c,, })d.,S;},� },�.:.�1fiE nLk'.�ft {A,9 f Yr`..A. .�:l y't11r�4a ftitt J �t �� ti '41 , Fii '44A ,I,:476 • P' " 't . i"t• ' YP,it .„; " ■•" 0 SI/ l t C *********h*hkA*'N*.A.*AAk*AA*8***Nichk*********A*A***h4******4**A** CITY OF TUKWILA. WA TRANSMIT *.:1****A****Akh*A**k*A.***h*A***A*11.*** TRANSMIT Number: 96004130 Amount: . 20.00 05/14/96 09:10 Payment Method: CHECK Notation: LL S SCHWAB In it: MEV Permit No: PW95 -0357 Tyrie: PW-BSS SANITARY StDE SEWER Parcel No: .362304-9106 • Site Address: 6804 S 180 ST • Locstion: 6804 S 180 ST. WEST SIDE OF LES SCHWAB OUlLDIN Total Fees: • 20.00 This 'Payment • 2000 . Total ALL Pmts.; . 20.00 Balance: .00 • Account Code Description Amount • 402/342.400 INSP FV.E 6ME/SS8 20.00 4 • ' . . - , • 0 t 1 `rr I"' ":" ''''", ' . v :I' ' ' : ''' ''''r, 11". 17 t'''■ i' . 4, e '4' 7414".". " 1"..11"41V - .4, '") . 0 V" ' ''= . '' . ' 4.' ' 04 '4 W 'firte TM b' ■ 4 ' ' 4 I ' '0. ' ' "k•- ''''' : /9 k; K-tigbo , 4t... ,..:. , . , , , -,,,,,..., A * A A * k 4 e 1 k . A .A. i t it. 0 * . A 40. A k 4,0 ki‘.**1; 4 - 0 1 A: A i r 7 4 * 4, r I k h i t i r t ` c 4. A l r A. A 7 4 4 : * * . ' iv ie k A * A ic k lc 44. -It * CITY OF TUKWILA WA „. TRANSMIT' ic*A*A***A*****Air i t 4 1 . 1 4 * I t i v o c k 4 * k * -hit k i t * A * - A : A . 4 * i t k A k..4 k* k A *A 14 il 4.".V. ir -A A 4 A * * le It .„, TRANSMIT Number: 96004129 Amount': 25.00 05/14/96 09:10 Payment Method: CHECK Notation: LES SCHWAB init: MEV Permit lo: PW95 -0350 Type: PW -SD STORM DRAIMASE Parcel No 362304-9106 Site Addregs: 6864 S 180 8T . Location: 6804 S 180 ST Total Fees: 25.00 ' ThAs Payment 25.00 Total ALL Tmts: 25.00 Oalance: .'00 ---- iriik*41.1vkAiril** k itivirA*A* A. it *it** Pc 444 * hO r tf* k *A A.A.11 k **A h***A 4 A ivi*.A.A.A.4**k71 Account Code Description Amount 000/345.830 PLAN CHECK - UTILITY 10.00 , 412/342.400 INSP FEE - STORM DRAIN 15.00 . , ' . , . ' . . . . . _ . . , . . . . . : , ,,, , .., ..:,. i: ..,, , , , ,,. . :,, : .,, ,.., ..,, ,... ',.... ..:S, 7 . :,. • ,., ,:, "•, ,::. , ,.: :''..,.' ...' 'I 1 ,.. „..:;:,•:...,::.....,::•:•:- : ,.,;;,,, ,:?, ,,„„.„;,.,:',. ,,...,..:'•;"!,:,!',.-..; ' : ' iii;i1cT,'.?:,•;:iA;:',.4.1..C1jiri.vi.i;',.:,c;;;;L-,1!:i1:t.S`g.:aiiak't;;_a.;;;:A4P,'.'1:42igki4a4.,:gi'46:tiiii,ii,i'6P'A.'iiii4;t:141"..4•'.iiiii;:b0.11.1kIJAsitca:Liikitagltiii416:14.1:2,:ilaagifill§?, • • t r f S I ^ + �� � " t .'J! + i 11pp 1 it ;414 A�' 1 afi �'i7ts'1>. ,�i, '. .y; i 4 4.'0' ,-0:4'00;14n ,Ali 0 .14, ..0.1.f. i:� 4tr U'ti C`a''. t,1 )- ..?, A,, ,, r,, , }” S•!' 1i1 r y �' ! 1y i y M., l . /t :VIA :r � : tt S . t. ' :� 0 *— c) — A - 1/141y6, i.2 tk 5403 **1':r c* kirA* kk* h' h � *: l• *A4Ah'hkk"k*h*/rA*•*•k*k *'*4.*• h ***•* *A•'A*,- *., CITY Or TtJKWI:L,A.. WA TRANSMIT A:tkAhAAh *k'ft *14 4i** k** A**A hA** A. AA' IcAhhk*• k*A A. k• k• k•*`kAkk. *•k•..**h•** **A. **.k /• TRANSMIT Number: '$G0.04128 Amount:,,' 625.00 05 /14 /9E 09:09 Payment Method: CHECK Notation: LES 3CHWf1U 1 n i t: Mi: V Permit No PW95 0359 Type: PW• -WM Wf1fER METER PEI! I f Parcel Na: 3G2304-9106 ' Site Address; 60304 S 180 ST Location: G804 S 1€30 ST ON WET SIDE or LES SCHWAB OLDS . Total Fees: 625.00 'Th_i t PF4 } +mertt 625.00 Total ALL Pmts.: t3 25.00 ' t3ttlance: .00 A*A *A•A kA *4,,4A* *A. AMA• kA A' Ar: tA* AAir* 4i' A' AirkA A•' hA A *A.•A*AAA *.4+FA•AkitkA•M*APAA•AA Account Code Description Amount '000 / .4 i.830 PLAN CHOCK - WATER METER 10.00 401/388.102 WATER CONNECTION 225.00 401/386.520 WATER INSTALLATION (EIEP) 350.00 401/342.400 WATER INSPECTION FEE • 1500 401/34+3.405 W'A'GL•:R TURN -ON F•1:.E :5.00 • e f . �, . (' 1 . _ . {7 •" V F B 1 . " ✓A I,. _k. r_.. , . 4 ! ! •S.. >, l' YA :::s.+ :k• ,S1 .,,t4'Ik.S,..',;,, .r�:slc.:rii. ,Uk,,isi i�r !}'�1.6•?..4"'9.rk.'+t �. ".�'it: tdr1.:lktr,,iu.I;'S� I"� r ri � u7 t S J y r ,��p , / [ 1nes�' u��is'/ �t�1* r, 59' �S1�:sti:cl.JUt�`�1��.1: 1514' j�tii `iS�iQ�.d.''.R`e�1��4ilii:i[ . lt,J!'.5A17 j•. ? ,. Jr.',',r > ,`fi#r„�M,'P{ ii 7�-. .Sb.. ;:� }' 4h 'Y t . aUCn: r sr �:. .. !.#. .,. ., ; ,,I• d ∎14. . ; - 7 . ,,6. .u ,: . , ' s Vr;.•,..4.6"i e, v`V''':.f. ,# „ ,. , F i . *'* o1• A*• b*** A h. k1*: t* h***! r** k: tk fik* h*** A** k * **k*A *A *A *A ***kot*k *•k *A *0A•* GENERA 2327.00 CITY OF 'TuKWiLA, WA TRANSMIT TOTAL 2327 00 44*ll* ** *A•:1*• *:t **h*'A*ic *: 3 ast— /..101t. *,tka * *4* s.0* * *14 k* *Aislch* CHECK 2327.00 \ TR(�W$$Mt'T Number: 9400326E Amount: 2. 327.00 1:1./20! N'r 111 CHANGE Q.00 t f'aymerit Method: CHECK Natati l.ES SCHWFlf3 TREE a:ri 4." 1Q/'i1. E3048A040 17:1'1 A Permit No: 095-0395 Type: 11 •0l.tf BUIL.DXNC, PERMIT Parcel Not 362304-90/4 Site Address: 6010 S 1E10 ST 'total Fees: 5.925.53 This Payment 2.327.00 TataI ALL I'mts: 2.327.00 Balance: :3.590. 53 .a ** A* * * *•A * *A *:t+k* k:t * *:1 * kA * * * *et kot 'kit * ** IsA **•A *k * * * * *:t *:t* kA *tI * * **•k *A * Account: Code Description Amount 000/345.030 PLAN CHECK - NQNRES 2.::327.00 h #C. i , .; S. L ai';t .i a.i.. ?.#....nk�:...; a i' #.i rte, 1. O n.., a. . r.'Si..4,r.t . elf.y t�. i4. ts' tA, e4, ti(.l. h 'i.7aG aF' 15. 6!' z';a t,:tF:Vamf1`a:• �. tirb5! 1c. 1a.'', 3f1.e,JtL1Si;ak'!,4'.,,,.�1A _: W INSPECTION RECORD "1. Reta a copy w permit - 15 —10-696 ,.. NS N NO, PERMIT NO. Y' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:; #100, Tukwila, WA 9818. � r (206) 431 -3670 • `' Proj c Type of Insp ti cry i . 1. s: 1 c 0 Date called: _ 2,3 " ! � Specia instructions: O Date wanted: 1 a.m. _� _ � I p.m. ". Requester :p Phone No.: 5i s _ ►,I, Approved per applicable codes. ( I Corrections required prior to approval. ' COMMENTS: r.. ..; _____A..-44________refte______ .:...r. t I' it' ... __ ' . —dr r r r 1 a .r y r/ ele ------... A 1 . `1.y F . r r t ' r , Inspecto If Date ; 4 .1.11a ti a -,,.. / f J $ 42.00 REINSPECTION EE RE. UIRED. Prior to inspection, fee must , . r ,, ': be paid at 6300 Southcentor Blvd., Suite 100. Call to schedule reinspection. • Receipt No.: Date: a. :$i&tefa 1 iYtLt .r w . _. ?',..x; K„;'11 r, . •:J 4., S w .. .• �'' :,.}.,A: -,'t .:a• ` X.,... , .. ... kw .t.tA,I. , „., ... „ ,. _.«:: :..,.,,;:_.: tea;. u. r.. r: u,.... ,. e. .,»,": :.c:. a:.; i:: x- ,;.r;:.•:c::.::ns.'::.;uar. •._: r: .u.:r::L- ...:% r.:i'.•- .0.ta. ,.....,i...»..:S:c `i.,."..U.w: . 7....r... L.CX.2Y_2 ..inA. +Y • Sri S 0 a INSPECTION RECORD _ h Retain a copy with permit � _ "'� ""' I NO. PERMrr NO, a;. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 J , 206) 431 -3670 ; ProJect� R ` 1 i - ` �� , n inspect Type of in o . `� ma l A . �. . Date called: - 13 - t am S ' `1 ,......t. Special instructions: Date wanted: r ] M ` '"J p.m. i s Requester: Phone No.; r Approved per applicable codes. 1 I Corrections required prior to approval. r . • COMMENTS: 1 °' 0 7 (a/C -C-Ac i .I .. -� h ` , - ` dr r t >7 ea 'S, e, AO i F . f i{ Inspector: ` ' / Date:,/1-2,1-97 / $42.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No,: Date: :, !t , ',., 4 ,, f • J . 33 '' ` 1 "13::�71�4 �i$�,a , r , , f -.- - !E .t.*gr'tki �,i kmti.twtip'.Pav t�4 .M.�F . ` !s. ..t n... . ` . i•_'-, - .a..., 4tv,..14:- :A:k`.4L:St21 r.r.kiivsr .._ ,.L ,.4.:.e „ , „ = R:'. b.. e.. ..:: k+:::: 1S:. 4v iJiY: i, :tl'J'.iSYtiiY«'Ai-L......,...x.. _i 1:t9SW:ill.u:1.:: :%fe Zm' ',f1 37,x2,4;1 13 ,rt: . `' INSPECTION RECORD ` Retain. a copy with perm 5-0395/ ,f INSPECTION NO, PERMIT NO, , i CITY , OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 - 3670 , Project: S� i_ L) b Type of Inspection:1 t n no + t Address: c Date called: J Special instructions: J Date wanted: a.m. '' o `� l q +ti "Q `ri p.m. lfog h pWgb i` f�Re 56ci Phone No. IDwoll —f (1r LIZ Approved per applicable codes. FT Corrections required prior to approval. COMMENTS: 4` ;I % : i i ; I r t , } t t 't .+ 1 1 f .. t inspector: t i t V Date:: , . , � .. i j $42.00 REI i PECTION FEE REQUIRED. Prior to inspection, fee must , be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. :,` .. „ Receipt No.: Date: T+ r rKr., .e i s .74 1 ,. C1:., }.Eµ ,« . Q.:,., aJrwta: �74't r s'�r ?`; � ,.:t' �.�,ti "'.. �. . �,. ,., . , , ! ..i�c, i..4SS.M.1?bi v,5[!�:'2':f2 � ..,. . t . ,...,_...,,.,. , .. ,:; � , i .. r • • . , r �. Y , ae e au,,..- ,....,rn ...,. . • ,-,. : / 3 INSPECTION RECORD 0,„ . 41 1' Retain a copy with permit tio.10. OlE. INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION d • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Prott sc o IN f1/41 Type of inspectionr NAL_ r s : Date called: ,. Special instructions: Date wanted: L i ., _ 1 & c a u 1 11,1121. . Requester: Phone No.: 5 7s -1 - 78 , r Approved per applicable codes. FRI Corrections required prior to approval. CO ENA ./. . 14t A ii_h -64,4 6/4 Ak 0. .. _ Li c ...- /1/ ...„..,........_ t? ' - , • { 1?" e.r4-c •., , S11 4 ,1/' / . - -411'..01.. - A IV .11set . .• . . ..0 , _., ee . - . '4-.41 . .1.4L • IV ... (% ..., . . . ' . , ' . , --, . . , • . Jill■ [Inspector:a Date: ..... . . ., ,..., MO - __, - ' " • 1 1 $42.00 REINSPECTION • E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • , , Receipt No Date: i: ,. I , . , 1 +... : 1 .2 ■ t I . l!' ' A 1 INSPECTION RECORD ,,, 1-:, • 5 - 0595 ''- Retain a copy with permit 1 . . INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 r: .,, Project: Le6 Sr Ilt,i)ab Type of inspection: Plu,"" nninc FinrA , ,., ., A 6 icz st _ Date called: Special instructions: Date wanted: I 1 .., ...— 6 L-4 Ito cri .. • • 3 n .3 Requester: 6 r u t [.•,. Phone No.: f, t.`00",) 4 . X-Approved per applicable codes. 1 Corrections required prior to approval. e i COMMENTS: t, , ', • . . • r . • . . .. • . . , . • ' ; , : : , .: , . r. . * '.' , . . ' .' ' ''' r. '`, ; , •*: .. ,;. Inspector: Dat (6 . _ 92 ________ i 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must :,., - , --., . be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: , . , • .. uw.. u�.+. e..»-.• .........W...uvn.U. ChM '�w{i':[V.LLJ::- .;'SUin.i...+ mid` Kwn: SL. b'✓. JLita' L'. 14L'id'Sl.'.'...1.:t.iNi;ai:.fw fut( fS�: l.^: L; r. ":;j;�S' ».rv. ixvtu'.:.:5 ��'�w.'u. 1 'Il INSPECTION RECORD r .�, Retain a copy with permit 1� INS 'ECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION , ■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 ► (206) 431 -3670 Project: Type of 1 ecti :j i tic ' G.` Addres — Date calla . m Special Instructions: Date wanted: (... a Requester: . y. Phone No.: r '' [ Approved per applicable codes. 1 l Corrections required prior to approval. COMMENTS: Fes .. ti c.. 'e.:- . 1 •' !•':;,"''',.' 4 I lnspector: Date: 1 $42.00 REI SPECTION. FE * REQUIRED. Prior to inspection, fee must . r { be paid at 6300 Southcenter Blvd., Suite.. 100. Cali to schedule reinspection ' , Receipt No:. Date: t r` i A : t - : : . - .a'.d'.Y .... •._ .n ar s ' _(�. _ •. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3taaalit #.]h' SL_ Watt: I.,._. a... _.. .. . Z - t t A :,' Ilad INSPECTION RECORD , ,., Retain a copy with permit I ,) '.:. INSPECTION NO, PERMIT NO. • i .:. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 , i ProjeU sot.IA)p J Type of inspection: 13 .! 9,1 .14 1 ?" 0tabittl ,..., Ad , CPI 04 ' i 0 Date called: /__ll 1 A- . 1.'. ..: . Special instructions: Date wanted: 4.1.i ei P.m. Requester: rp Phone No.: GI 1 ;,/ .. i. ..4.0 I Approved per applicable codes. X Corrections required prior to approval. i. ■ c- . COMMENTS: .,. ii. dI P ' , sz—. e-A'.6---i-----"brl.--. .; . 1 ' 1 l'-'3e,,41-sela-• --44A-i- . -* r ( A 4 L--06/4:•*. 411 -Are-. /./ e Ar / `7 1 i f ,., , . r — Inspector: Date: / ,.,. • b :' . -.: ". ,:.:- .. :: .' ! ' ' •0, , ',' - ' ILLY In t-A--;,7-- 747! - _., ....._ , $42.00 REINSPECTIC FEE REQUIRED. Prior to Inspection, fee must • ,, . • „ be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: , •••4i..' ..,;•-, ,,-,;- ;:... , ,:.- • >, ;•• , .., . ; ,,:,,, ,‘,.,- • ,.,. :,.:. ,. ' ';' ' .-. , , , ' • . :. :, , „ ' ' - :, r ,,, , ,-; , , ., . — - .i....,..k....4111e6ffish.2.4wat.ifi.osuCitsnivitiL—Aloolig._ , f ik i :• INSPECTION RECORD 111 Retain a copy with permit - 0 0 INSPE ION NO, PERMIT NO, CITY OF TUKWILA BUILDING DIVISION ■ \ 6300 Southcenter Blvd., #100, Tukwila, WA 9818: 4 0 v (206) 431-3670 I I P.' Project: Typeg.gijai& Bpspieimt. to tiss 5 Igo 57 Date called: .... , 3 -9-7 ... Special instructions: Date wanted: ..ki At-- 1— 57 p.m. , Requester: Phone No.: --. ,....-)cr • j Approved per applicable codes. 011154 Corrections required prior to approval. t. , COMMENTS: — t . 4)4--, SI 40 J2237414/ , _ / ,... _ - izaed .. .4 IF . JO° ....- ''... ' - '...) . , th zde t. :leteeee;, 4— • . ..... 4 ,4 .......... S (,,,, 6,4 , 6t4 r...464•1 1 . i>41 , . - — Inspector/ Date: Cf.."11 ..41610- " 1 ,1 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .. , Receipt No Date: ,.• , ', _. .........,......v,....nautt,AdiqvviarS442E.-ItAiguCiirk, i.tit.=a W. 1)Apstebz , '-: L. • (/ INSPECTION RECORD , ei .?. Retain a copy with permit 1516--o596 ., INSPEC ON N . PERMIT NO. ■ CITY OF TUKWILA BUILDING DIVISION ., 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 ,.■16, (206) 431-3670 Pre lct: E,S 3c4wA6 Tyztinaz4on: 1 Al5ttLA ,. ,,,, ta s \ 8 1 Date called: 07-cr7 .. Special instructions: Date wanted: aDT 1 3 - 28 t", P.m. • -," Requester: bRikcx..... , ;:. Phone No.: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: ....., .,, . . , . , .:,. . ,.- = . '", . . ' " • ,. ..c, .- , .,,,: ' ,,', ::,..;,.: 4 ; :* :' '. . : ; :. 6.. ! ''., ',,' .!. ‘,' ■ , :. '.', . ''', ; ' ',, ',..., ..,:i ;'. . * 7 , , Alt ' .''',' ',;' '''..;:;' ;,i. '„'‘`'... '' ;: ','; ' '*:. ; '-'''. ,,", 1, '..,'' • - ' i', * Y .., ,,' , . ,' ;', : ...•P .. ii" •'',; '',.-';'' ' ," ;.'''. '-'' -. . '..' ';'' ', .1'‘ : 2 .. , ', ?4" '.: Inspector Date iMgril r • I J $42.00 REINSPECTIO , FEE REQUIRED. Prior to inspection, fee mu ., .,,,,,,,,.,,„,.., be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' • , • • :• Receipt No.: Date. , •--„,:',.,1,.,:,‘;', Nrt✓ v�4+ J'. YTY"=: Y= 4::' i. r., ur'..'. U+ RLfua_ ul. Y. a' IYS..s, Ci INSPECTION RECORD 95- osgs • Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 o; (206) 431 -3670 Project: ) t Type of inspection: W Address: (4:c` Ni Date called: / Special instructions: Date wanted: 3 ) 9 A,,, ) Requester: Phone No.: In Approved per applicable codes. I Corrections required prior to approval. • 'Ca MENTS: Inspector: Dater . $42.01 NSPECTIONFEE REQUIRED. Prior to inspecti•n, fee must , be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection, Receipt No :: Date: i t;.,.15ci..tWi.1. ..xr .. a.. d„. ra ,.1...Y Ya _ __ ni. a e"b#.1)18)Ititasr. .s,.•r r,.. r,rtw�_.,.. w { of :u:,'i' ; «ti;::.: :i4.:. 44.%U:+: , z• axc: „u.:G�vW,.il:Y:,,''0u; S}',?'."t 'rx'1:1:Wi'Y S '.a..:,2taiu`:JS�.+::Jxce•'i,E'7 .1«.:In.-. r..eE,”. +74.1 %: .fAwl.. ._ y ft INSPECTION RECORD S- 03q cJ ,; '' 8 Retain a copy with permit � INSPECTION NO. PERMIT NO. r`'. CITY OF TUKWILA BUILDING DIVISION r[::. 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 :��i (206) 431-3670 ; it [` Project; ------ � Type of Ins action: :, Address: Date called: �� . I I t i-. Special instructions: Date wanted: i ra '�} i t Requester: Phone No.: t. E I Approved per applicable codes, I Corrections required prior to approval, ik ;. F OMMENTS: • j ` E q • t, ' r . ',.. .‘ _____________ v. . Z h .., _ 4 ti l t w ll T t 1 T 1 , S, r. Inspector. D ate. � ` } a';:' $42.00 REINSPECTION FEE REQUIRED., `Prior to inspection, fee mus : 4F , be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t j f . I ; ' Receipt No.: K 3 ` 9 bate i y ..., ', 4",i'f11 ✓� •t r ,` A. . ,: '. .. - : ,v = ffloakoa;;ti '/�'iimv kbr - •,e.ivalv.4 udaitrn.vtal..... _ _ t .Iti .,s 'v' 1 ?t est :117:1'.:(,:'',','', 14. , wl w�lr :{ •.�.'.i.Vrwi'. Y. � A S /l»aV Yt z Y. 4' Y INSPECTION RECORD Retain a copy with permit 9 C INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION : 6300 Southcenter Blvd., #100, Tukwila, WA 98187 (206) 431-3670 ; Project: Type of inspectionA I Address: y , wO Date called: 30/4‘I'l Special instructions: Date wanted: 11 I -1-1 Requester: Phone No,: 6.03 1 Approved per applicable codes. LCorroctions required prior to approval. COMMENTS: , '11 , • :2, 1' pscynn-t, ■•.) - -z. Sfac. irsAA,4(4t , — • . „ Date: z m .i;., 1 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must . • • ',• • ' be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. • " Receipt No.: Date: • : . • „4,,, i■t Ntit7,4,1? a -4i 4.* it, ;IA .5: 4., , ,• A INSPECTION RECORD ►'/�n r ' Re a copy with permit c Jr l� INSPECTION NO. PERMIT NO. • i CITY OF TUKWILA BUILDING DIVISION, ` , .. ,r 6300 Pr t SS � outhcenter Blvd., #1.00, Tukwila, WA 98188 . (206) 431 -3670 a y V � �t/ T it � • ti: of ry�p i� q n;�., Gt / �j0 Date called/ / 2 / -7 ;, C I p 1 / 5 If Speciakinstructions: Date wgnt !' ; ' — ter .— .• �J 1,_.? _ p. m. : ;. `i% —�.... ' Req v . ii +. ( r ARproved per applicable codes. 1 Corrections required prior to approval. ^ ^ ^ ^^ ^444444 " . ' COMMENTS: 1 il ', / . _____:4 / . ___.51-- (0 r t l i ® { , f,; � .. / w N ____,,,a,,D4,-. i'' . / C2p . choz,ei 0-( t.: , 2") } . fi r. ii . ..r / �/ " . J! r y am,. V t , r Vii' , 01(...---- 77-; 7 i..../ 01 Inspector:+ / Date: 3 rd C $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must ti: be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No Date: : .,24:.x' tiliSi!ill PreAti O :5 0 sjtft � AmaktAitai'6tAvd{Nll4 tic .-.lr -';' . ,Z • ..• ,..... a .... . 5 0 I NSPECTION RECORD '. li..,„MIIIIII, Retain a copy with permit i► - • INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 4' Pr je Type of inspects .�w,�r imiii r Date called: Ida: S ) 60 0 - i Special instructions: Date wanted: a.m I� p.m. • Requests ;, 1 Phone No.: is _ - rrie 1( Approved per applicable codes. m Corrections required prior to approval. COMMENTS/04 s /0 sag/ 4.4u,e .4.•,/ 44 -30 k ��� cat. I- .1j,/' \ j. H` ...• S C Y y Y --- x - )600( 2 ____,,c - kzig e Akhr44 /V- (100.1-71.-62../Z..., . , , . ■ 'A L I AM �� ,r ,.t t Inspector: ' Date: _ L � / ...e Lit 'Lill 1 "-*7 $42.00 REINSPECT • N FEE REQUIRED. Prior to inspection, fee must ' be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Receipt No.: Date: . . 1 • [ ir 1 ,f . 111 ( INSPECTION RECORD Retain a copy with permit lib 6-03 V INSPECTIO NO. PERMIT NO. e, CITY OF TUKWILA BUILDING DIVISION t 1; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3 70 1 qf r rt w1 l,,a, Trza Type of inspectiorp &I z Date called:. 9 _ 7 ,, A ?t l in 5 Igo 57 ft , ;', pedal instructions: Date wanted:. 3 _ i, eizooF "Ta 1k)A4.1... ki . Co tsINVOCTIo Ior-..) Requester: E 1, Phone No,: 6 - 7 s _ --6 1; u .q. Approved per applicable codes. K Corrections required prior to approval.: , COMMENTS: 1 , ■',. — fr- / 9 1. 4 2, i; ■ 4 ^-- ----c---4.,t_ ,'' 147 1 e4 / t 4/ la )..r , rat to (... .. .1 la ___1(.4„v 1 _...S.Q_S Sz21. 4...di a i . I 4 if alf I "%difilf t'' - .444,41Ltitt / A ., ' e' • ..... • ' - Inspector: • eL ...." Ile ..044611.■ Date: e , .-- • - , 1 i $42.00 REINSPECTION F - REQUIRED. Prior to inspection, fee must • • be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Receipt Date: . . • .A4,,,410,gthiciti..4Afikaith4autfineur.&,..s.—,..11%.1.,,adineiddeartiattliginoL4021*161k%...r.w.....- x‘t , ' ,. . , ..., • .--•∎ •r.......... • s`. . ,..c.,:.14:.::.:xJ , eF : f1`'.s . as.— is �l 'rti'S'.it::t «x';i!:YY.`..'.:. ..i?.LL... INSPECTION RECORD 1 503, 1 Retain a copy with permit S'``"'' A. INSPEC ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9 8188 ( 206) 431 -3670 T Pro ect: / / Type of Ins ectio �fJ se.4, Cda In YP P 0 3�/ # . Address: Date called: Special Instructions: Date wanted: / / pe � ...m. i Requester: r Phone No.: Approved per applicable codes. � ] Corrections required prior to approval. k. COMMENTS: . ' --51‘rdr4-`4.6d ,. ii `', ��_ _ice 4 . /e • . • -1 l T ,, } . 1 S i ► i. r • t `r r Inspector: c,/, Date: y '- . i f ' r • _ .E Wit_' .� / Lifl� ! r j , $42.00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must , , be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.. Date: + , INSPECTION RECORD .;�,� --r 5 Retain a copy with perm ..� �\ �.� l INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 , , -.--- 1..f . - Is p Prof ,J t2a=� T i ns p U n . d s� :� r �. in Date call , / q I instructions: (�{J Date wanted a.m. Re ester: ✓ 1. 0 Y e ili)r Phonlai . q , � 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: m e ) _u,/ - , ,2, . . _�_�' itee...,1‘,.1 Le, / -, am . i 1 J. /.1 III / � J�/'! Ila :,, _ _ k r 1; 2D PA-4 /Z-i Z -0 , § .v inspector: Date - „iii0 1 $42.00 REINSPECTION FE Prior to inspection, fee must t be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. , : - I Receipt No.: Date: \ , . I 1 1 , ,.,. ..., • INSPECTION RECORD ?- , ... Retain a copy with permit i INSPECTION NO PERMIT NO, CITY OF TUKWILA BUILDING DIVISION . , ck.., .,. 6300 Southcenter Blvd., #100, Tukwila, WA 9818: v 1 (206) 431-3670 • P I 0 . 1 Eg t : C ? SCIA Lk) AB Ty,. ;4 inspection: 0 5.4 5 lg . 0 sr Da e called: 1 1 _ 1 4 c Special Instructions: Date wanted: (fo..telt.Ame PiT) p.m. ,, Requester: 5 Ritce.... 4 .., j Approved per applicable codes. I 1 Corrections required prior to approval. r; r l' • COMMENTS: A La_k_.... k 3 04 ,.., - e3/19 W ,. I . • , J: , . . . • . , , . . , . , , , .:- ' .:, k.;' ; ' , • . Inspector: Date: 1 -*/ — ■C :- • '7' '''' _ . J 4 ....f, ' illh ,,,,,, - wr - e r ' ■, -.. , ,■ .. , ,‘ ' ., ', , . l'' ....'-■ .. 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Canto schedule reinspection. Receipt No.: Date: natilkli.e. INSPECTION RECORD Retain a copy w p erm i t , INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION /' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ok, (206) 431-3670 - roject:c1„ Typef q • r s tottL Date called: n (.. Special instructions: .4. Date warted: / .)9 rt 1-Ls- Resu, ter: 3V10.-4..k Phone Approved per applicable codes. EA Corrections required prior to approval. ,. COMMENTS: / s , r ,, 4 /........40•111111111■ / I nspect. Date: , • ■ ■.../.."Aadilll I I $42. REINSPECTIO FEE REQUIRED. Prior to inspection, fee must .) be Paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: - - A i r V �+ C ( City l uk�•�� lohn W. Rants, Mayor ',„ t 1::, , Fire Department Thomas P. Keefe, Fire Chief 1808 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Q 56 oltf Project Name Les .5c hwli Address `? ©'{ .3 / . 0 Suite' # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Al arm: � MO ;1 AP- .5 I`44 r' Hood & Duct: ' Halon: Al Monitor: 410� err +cr Pre -Fire: Permits: /-t C..-e- �:,�.t�. , rr- 0 # i /1 4 7 / -/ 7 9 7 Authorized SignXture Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fav (206) 575.4439 .,..-._........---............-..-.....................-...,-.....--..- .............,-,.. , ............. ..,. ,, ,.. ( .,,-, (_...... . I C11 Of- lUKWILA .,. , i . Address: 6604 S 160 ST Permtt No: B95-0395 i r, Suite: Tenant: LE S SCHWAB • Siatus: ISSUED 1- !)e : 0-BLDG Ap p I i td: 11/20/3995 ! Parcel 4: 362304-9106 Issued: 05114/1996 4 *** 4 kl i ckA . A!***ItAkk*A 41 0. 0 .W*A** 4 1.kAk**A***40....k4othlekko*k*4 414,4Ahh*AA0chA44(A4 kkk4 ,, .: Permit •Conditions: 1. Exterior mechan 1 ca 1 equipment .....4ha I I be screened from v iew. I 1 •. 2. The approved, landscape p lan,,.-spa include five neW : 11 ame a :=', h a 1 on9 the street.: . fy, drika i' t he 1 a n d v.. c a p e i s 1 a n d it 1/4 • east of the Poi 1 dini*':' be expanded' n'Ortli :- cons is t ent with i .. . ; . . the BAR approval '';-,‘,.--- „ ,' i• :li - g., . 3. Temporary erI contrtimeaSu:re'sshallbe iMbleiMpted as 1 the first order ofLbus'iness setiimentatjoit . 1 site or iintp _ .. 4. lhe siteshalaVe'-'permanenterosioncontrolMeasuran 1 . .. .. , . place A.Si: 0,fterifinal grading'laS completod and'-prior,. the flnallnspection, 5. PRIOR, (Jo FINAL SIGNOC'E AOLICANT'SkALL SUB .SE MIflIETROWER, - _._ USESERTIFICATION TOPV0LIC:1WORKFOR PROCESSING Aill'f' • MAICALTROBLISTNESS Oe..CLARA1;•IOWTO METRO. • Noithantleswiti be Maile to ,the plans unless apprOVed:lithe i Ar .i,',A ,....•, „ pOtectOr „Engineerand th -e Yukwila,Building Div'ision,:' 7 'PlJUM:bing pliall Jpi 6 the F h4-r.J 1 CdUntv Departmenf-Of OUb10..i Ha4ii* i PluMbing will'beg 1 1 0,0ec. , ( „ gglIby , ?t 1 ht - :14tuic1,6!Pplciiiti,jP9f* 1 1-9a.z piP,, C4'.44 -47221. '''' ''..- ,,'" / „-:.:LIA -i' 0;'--:--'''' ,:.,. +,- ',..'11. 1 ..,, ,, 7- \ ,•, f , 6. L ! t ra:cA1 pt r »i q...:.•.;,slyti I / k)fi„..:.i.%1? t a 1 • ' t li r pug h the W e ajsA-1 i n g 4 n 9i I I 1 's 1 O n o ii,-';t.. abolr/and . 1ii'dt.s.:k0^);es,„ I ffild a 1 1 e 1 e o 1 7 rtal W OVA 1 1 0. 11 ti e fa. i n ..7. p e et: e'tit'c tr6 t ii a i;'); \ sa 0 tfl.':!:7 . R:1,?,''-'6 9 . Al Viiec,$),14ritcact work sha I I be tilitibr.„2,..,„, 0,,ermi t rbs:7Ved krli k ex , • thed4dtvAil i'VA r - 10 . A 1 I \, eimi ti.,:: 'i ' i ? , 's 17 e c t i o n r e. o r ti si i a n'1 ii, p p"tko e ki p ,:ti 71 ., "141,A 1 i k .; avaiable at the.,.iob site priovqtd',thle\sai-Oofi:any stru&Oan. r? ai/eto'be ma:,...,nX,a4n and ava4V/ able UntAl 1 fn,a1. inspection aOprovaC 11. All stiti.C:tiiraCncrete'.shall be special,Jiitspep, (0.4*:' 1: sec . '3 '6C) 4 ) ..','" .., ... .., .. , ' • 12. All structUral welding shall be done by W,A.B.0. coi-t4fied welders and inspecteC' 306(a),.5 13. Bolts instaltedln concrete Shal-,1 ibe lnSPected .-, - • Sec. 306(0AI-,;-• ,:,, ...,,,,.!., '::.,,,y '.-,,,,, . - ,,,......'1:..,', 14. When special inspC owner, -,.,. ........ ,,-.....,,., architect or engineer 'ihalliiotAfy'tlie:7.1 Building .' Division of appointment of the inspection agencies prior to . .. , '.. the first building inspection. Copies of all special inspection reports shall be submitted to the Building • • ,., 1i 1 ViS1 0A- in a timely manner, Reports shall contain address, project name, permit ,umber and type of inspection being performed. . . 15. the special inspector shall submit a final signed report . , stating whether the work requiring special inspection . . , . to the best of the inspectori's:khoWledge,• ih conformance with approved plans and specifications and the applicable workmanship provisions the (Mc.. . . . 1 An new ceiling gri and light fixture installation required to meet lateral. bracing 'requirements for sei.zlirio Zone 3. . , . 1 2. Partition walls attAclhud 170 oPititAil nvhi mfr.:A hu 1:z4-mo.A1 ;, .. 1 i • braced it over eiui r (I:') ;feet in length:, �•�tq r1 ' - . Readily I acce 1b lk, fcce i to roof mounted equt )enc is. required. a '�// 19. Any exposed insulations bat:.k, ing material shall i'ia.� e a Flame Spread rating of 25 or less, and material shall bear ider;t.i.. t'1'. tion showing the fire performance rati'hg thereof. 20. All construction to be done in conformance with approved plans and r ~eclu1r ~eEtrentr! of the Uniform Btri(Iding Code (1991 Edition) as amended, Uniform Mechanical Code (1994 E d i t i o n ) , and Washingt.on '.:Mate Energy Coder (1994 Edition), 21.• Notify the City of Tukwila Building CriviSion prior to . placing any concrete. This procedure i_ in addition to any requirements for s p e c i a l inspection. . 22. Validity Of Permit. The: issuance of a permit or approval of Play's, s.pec. i t 1 . cation ; ani1. irtr shall not be con- - �. strued to be a per mit:- :°`rc�►r� o a.n 4ipLI O.ail` -.of, any violation of any of the pro,W,^ " o4 the bui Id ln''. :.cede ,c•w of any other ordinary . j , perii it ce tit;: t9ye ur itlictiOl� ido ti!}r`esunt ti�� to t gi ve; author : ;,ft'o v t,ole . f.e : o ' t t the p r`o i ;.#ion s, et tit's.; . code ha 1 1 be "va 1 I'd ._ ` ` : s 1 ''. ; 23. There shall.r,fPe no. oe'cupancsi of the bui 1ti#n;ait..t) unt i 1 the final 1nw t.ion hat litre,n' comp 1 to t :.the T6 ; 1a.. Eui °1,tdin9 1nspec.tor1 r ; . ., 2'4 , VLNTILA.11 I 1'-� REOU1RED 1 ' ,�;',�, t . " ~ S ( .. Er t. L•tf~., NE;W ROOMS Ah iG p L..�� •• != r1E41. • 0 Exi}:jfi I,Nia BUILDINGS i ,14 .0 WCE WITH Tilt. 1I1i1 F ORM ., >;,.,.1, l UIL1t!'NG ,,1 ODE AND IHE "W' :� I-II('41 Ti:rt� >-' 1'�'TL VEN1'1LA1VIE.'IV .MNO ''':,` ,4., 1 NDO A1`P 1 )tl,. L 11 Y C(f.?L CHAF','1Cf' 51-13 WAt:.. , 2 f , A t`ERI - YF' 'GATE e :.0F O CU1'.ANc WILL DE •.-F'E0l11PECr FOR 1 H1. PEF'tll� ' ✓! t `i '} I. t Ot i : k . {! ' . ' i f FI S v � s 171:,':;:''',t i •'s ' i J v`7,,-'-' b J 1J" :9 . y r. i ," a { f ?!::",.1, ' 3 ` t i, sw 't r t i r� t r�. �., t l ' "�' t �, i f1 ( r { r � t. .'di t j a i Y f:{ • R O B E R T PKI1F'IIStiNIV 4111 SFCII\U 111;\I 1:S0I'II( 111 �flt 111lu►I(.I slkl l "t" 1 1 SI'RI IIICES SI'11'f? .':RC ti 2 )SS. 1I 1 I 1 SER1I ►KI111 >\ S► S11'I'I.I;.It1ti111\t,l'►\!nlII' I I I I 2!► Ilu\tq.11.1 11% 111.11411 ■ IE143'1111 \I;:(2111401•111oI II:LI:I'IIU \I. 111014 :rt•t;t t') A S S O C I A T E S FM (204» I ;264740 I'M Itp11t; a 1 :!tat ru \,( i;im ; ENGINEERS RECEIVED CITY OF TUKWILA APR 1 6 199 PERMIT CENTER April 16, 1996 Casey Group Architects 10116 36th Avenue Ct. SW, Suite 109 Tacoma, WA 98499 Attention: Mr. Paul Casey kf39S''-o395 Regarding: 95 -T -31 (Les Schwab Tire Center) RFA #95102 -31 Dear Mr. Casey: We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building. Code (Chapter 51 -30 WAC). We have no additional comments. We have forwarded the drawings, structural calculations and soils report to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer of Anderson - Peyton Structural Engineering Consultants. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. r Crys 1 Kolke CLK:3 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95131 ^3.doc MAR— 6-97 THU 3:19 AM ,dDF °SUFI F'EYTOli FAX i ?U, , 1 = `: � " 199 1 EIMIA.nderson• - Peyton LETTER OF T( aNG evil TTAL 000 Structural Engineering Consultants lJ ij in A Division orACF Consultants. Ine, DATE ,•. (e„,/ JOB NO, 3162021rd Ave nuaSoulb.Sul;u121 FueoralW ATTENTION 1�.7 ! t ( (266) 941 -9929 Fa t: (206) 941.9219 Scaano / t;asuidu1206)292.09+0 t ...7 �,} T PROJECT: S 4 g / , TO (,,,f ( TAA.I. ,N ►"4'A cIINC,d ! l" � 5a 1h —,/ U (Ac./( e We Are Sending You: VIA: ❑ Prints ❑ Myiors ❑ Structural Calculations VI Fax_4 Sheets Including Letter Of Transmittal ❑ Shop Dwgs. ❑ Disks ❑ Other .x,r 0 Pick Up 0 Mail Printing: ❑ REPROGRAPHICS HOUSE ❑ Delivery By ,..„ — COPIES DATE NO, DESCRIPT ON BILLING r IIIIIIIIIII 111= • r These Are Transmitted As Checked Below: • 0 ❑ As requested ❑ Approved as submitted ❑ For approval 0 For review and comment ❑ For your use 0 Approved as noted 0 Returned for correction ❑ — REMARKS: _ — __._.. - _ N am/ 6P TuKWM ti `.............."W...' ■..wM .-..a. RR 1 0 1997 - COPY TO: _ FAX TO: / 4. SIGNED: / #1411Pr • ' Or or If enclosures ore not as noted, kindly notify us of once • MAP,— 6 -97 THU 8:20 AM AIDE ( Old PEYTGPI ?A'Y PIU, r i'. 3 • If `✓ . .. 1 . 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PERSON Kfa PHONE /00 I — '312.v! eAf OOTACfl a 69 ?` i4 COMPANY FAX N�. * ..� File ❑ • ivi VVVVV YAS •r•.rlr+.1N.IM .. w• w ..•.Jw.wM.Wr•JI• \.n•.»+.....wwY ILI k Lr\c\N b 0/00 I ('t e f retz, 6.oL7IRA OKI Cr 62Ut '1 x ycc , 0 rt 0 mA 1 r 8e1 CP tA cot, .wrr•...wrw.. rF. _rw�WrN+'..• -... r .. nn.• .....• . Y. • »..••• -.rr -r.. ... . . t w. di) -04 4 ve ?�`t ,0.-1 C' l` � ‘4 . 4-et - ye:I .- Ai 6/Aa Ili oic \.. �' �,,✓ ,� 11.I Ca lm. t.. o Nt g ). %Ole :7\ Signature • ion 21rrI Avervin Snn(h. Suite 1 I Pe,deral Way. WA QPA(]1 (1 0A' GA1 own r rnAC. AAt nnn n __: _.._ _. - • -- ..mrlig. .- ?_.x.=96 TUE 1 1 :33 THE CASEY GROUP P.02 FEB 27 '96 10109AM TUKWILA cCb,PW .. P . 2 CITY OF E TUKWILA CITY OF TUKWILA 6300 SOUTHCEN'I'ER BOULEVARD FEB 2 7 1996 TUKWILA, WA 98188 PERMIT CENTER * * REVISION SUBMITTAL DATE ..�, PRO.T CT NAME W) L A • ,ADDRESS 011 GP . y / 123 Ir v tT 1 "P CoNTACP PERSON L PHON ARCHITECT QR ENGINEER , C�� � rra LIP , 4 PLAN CHECK/PERMIT NUMBER ..f2,9L1.0 5 TYPE OF REVISION: " • SHERD NUMBBR(S) '' ' ' 'A. = " "Cloud' of highlight all areas o' revisions and da e revisions. SUBMITTED TO: p 44 (F /44. • N I jo d`` " ® ®® 9ribie Czaty ( 1roullip ▪ ®I Architects W WI A Division of A.C.P. Consultants Inc. 10116 36th Ave. Ct. S.I., Suite 109, Tacoma, Wa. 98499 (206) 584-5207 (206) 581 -9720 February 23, 1996 Mr. John Jimmerson City of Tukwila 60200 South Blvd. RECEIVED CITY RECEIVED Tukwila, Wa 98188 FEB 2 6 1996 FEB 2 7 1996 Re: Tukwila Les Schwab COMMUNITY PERMIT CENTER Design Revisions Resubmittal DEVELOPMENT Dear Mr. Jimmerson, Pursuant to the Site Plan Approval hearing results, we have made the following modifications to the project design drawings: 1. The 4 foot high building base split face block color will be the lighter shade of "Terra- Cotta ", Sherwin Williams Paint color No. 2300. The wall color above the base color will be the "Almond" color previously submitted to you. 2. The accent stripe located above the window head has been changed to 8" high smooth face concrete block with vertical scores at 8" o.c and will be painted to match the building base color. 3. 16" wide by approx. 6" deep concrete block pilasters have been located between every other garage door located on the east side of the building. These pilasters extend from the pavement to the bottom of the metal fascia. The two columns located at the building entry have the same shape of the pilaster for elevation continuity. 4. Two additional "shore pine" trees and additional shrubs have been located at the southwestern corner of the building. 5. Two additional "diamond shaped" landscape islands have been placed in the planting row located east of the building and match the size of the planters already planned. One "Seedless Ash" tree has been placed in each island to match the trees already planned. 6. A 6 foot wide x 16 foot long x 3 foot high split face concrete block planter has been placed at the base of the signage pole. The concrete block will be painted to match the building base color. The steel sign pole will be painted the "almond" color to match the building exterior wall located above the 4' high base. Page 1 One copy of the colored Lterior elevations and one copy of trie sign elevations that describe the above revisions were delivered to you January 24, 1996. Two copies of the revised working drawings of the floor plan, elevations, site plan, landscaping and irrigation plans are attached for your records. Thank you and please call with any questions or concerns. Sincerely, The Casey Group Architects L� I Les Seifert i c.c. Russ Parker k 3 k Page 2 • Z MIEN The Casey Groff" LETTER IF 7122 SMITTAL Architects 10116 36th Ave. Ct. SW, Suite 109 DATE JOB NO. Tacoma, Wa. 98499 / .2 9 (206) 584-5207 FAX: (206) 581 -9720 ATTENTION ^ G-SkL, / PROJECT: i f TO 9 L.4 _mti rictc) &U e, k..)6thtU( eL Yc:2rc. 9 8/66 We Are Sending You: VIA: > V Prints ❑ Mylars ❑ Other ❑ Fax Sheets Including Letter Of Transmittal ❑ Xerox ❑ Disks ❑ ❑ Pick up IXMail Printing: ❑ REPROGRAPHICS HOUSE t',X CASEY GROUP ❑ Delivery By— x COPIES DATE NO. BILLING �►' �..�c' C��P� YD Jam( , These Are Transmitted As Checked Below: ❑ As requested ❑ Approved as submitted ❑ For approval ❑ For review and comment CX For your use ❑ Approved as noted ❑ Returned for correction ❑ > REMARKS RECEIVE FEB 2 6 1996 coMMURlN DEVELOPMEN RECEIVED CITY OF TUKWILA FEB 2 71996 EF_RINALT- CENTER COPY TO: _ SIGNED: Mj i ,P,) if enclosures are not as noted, kindly notify us at once. C � • VP 4 C ity o T u l w� il a -J (, ,, John W. Rants, Mayor W # t `d `� r u O ti , lav r z Fire Department Thomas P Keefe, Fire Chief 1908 January 3, 1996 Fire Department Review Control #B95 -0395 (512) Re: Les Schwab - 6804 South 180th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1,500 sq. ft, of area. The extinguisher should be of the "all purpose" (2A, 20 B:C) dry chemical type. The travel distance to any 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 Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .57$4404 • Fax (206) 575.4439 City of Tukwila , u.3% s 144, IohR W. Rants Mayor Fire Department Thomas P. Keefe, Fire Chief 1908 Page number 2 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) The inspection tag on the fire extinguisher is required to have the date the inspection or maintenance was performed and the initials of the person performing the inspection or maintenance. (NFPA 10, 4- 3.4.2) Maintain Fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) 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 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax' (206) 57$4439 , I • `J`p .ILA, .. ( .a . k 3s : ,q,4 " John W. Rants, Mayor t ( r ^ 777 \ , ' e . ? . Fire Departme . Thomas P. Keefe, Fire Chief ‘,., 1908 Page number 3 Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 1013.2) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminated, or self - luminous shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 • J f d City of Tulcvviis ° ...I t ��� ^,,� �,�� � � John W. Rants, Mayor 111 r • A�';;' , J' Fire Department Thomas P. Keefe, Fire Chief •• 1R 1 1908 _ Page number 4 the closest edge of the sign within 4 inches of the door frame. (UFC 1212.6) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) Local U.L. central station supervision is required. (City Ordinance #1742) Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) When subject to vehicular damage, protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #1692) (UFC 903.4.3, 1106) All sprinkler system plans, calculations and the Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 • LG' S .AT, Rants, Mayor At .e, ' City of John .d� �; f T W. ,�,, .-; P,.�li` �h J /) ; Fire Department Thomas P. Keefe, Fire Chief � � I F ; �i . f J 1908 Page number 5 contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 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, A 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 #1742) All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1742) All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator vales (WIV) and Fire Department connection (FDC). (City Ordinance #1742) Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) 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) All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion- resistant wire, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax: (206) 5754439 v Y . . itt 1 - J "1 : 4��; City of John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief 1908 = Page number 6 chain or other approved means. (NFPA 13- 2 -7.3) Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir conditions. (City Ordinance #1742) All sprinkler systems, fire hydrant systems, standpipe systems, fire alarm systems, portable fire extinguishers, and other fire - protective or extinguishing systems or appliances shall be maintained in an operative condition at all times and shall be replaced or repaired when defective. All repairs and servicing shall be made in accordance with recognized standards. (UFC 1001.7.1) A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13 -2- 2.7.1, 2- 2.7.2) The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1003.1.1) Sprinkler systems shall be maintained in an operative condition at all times. Sprinkler systems and their component parts (including hose stations) shall be inspected and tested per N.F.P.A. 13, N.F.P.A. 14 and N.F.P.A. 25 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. 4. An approved manual fire alarm system is required for Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fay (206) 5754439 • •....�/• . ..111 "�.. ° _ City of Tukwila y ,1; 3 '� `' � "s John W. Rants, Mayor 4 - 1'11 / �� 1 =1 l 1.13 ts . , +a : , �� ; Fire Department Thomas P. Keefe, Fire Chief 1908 Page number 7 this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1742. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide notification of fire at that location. (NFPA 1 -5.6) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. .(City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Tire storage shall meet all conditions of Uniform Fire Code 3408 and 1103.3.6 and N.F.P.A. 231D. 7. 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 701) This review limited to speculative tenant space only - special fire permits may be necessary depending on Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 . h .''Ca tt., s,..... ,, e,.. .,'.u:+.:.Y,`::ltX7.tkro5i:t:.: v.`xYN:s: +d:RY,1iC,lP.1'?dr7a 7 a , a. txv s.... +as,..a..w.r.w..,r:..wa• ..+...,......,... ....— .......- .._..._..,,.,..... .,......:. «...w........ .. ... .... ... ....«...•.- .....:..,.e+. ' _.---•-••• (T, A# :. ,,,, ` . E; , a : • 0 City of Tukwila John W. Rants, Mayor a ',.1t`,• , ,..;; —r 6rr - O ' ��.. f� > ; _; F ire Department Thomas P Keefe, Fin chief 1908 - Page number 8 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, ‘ („4 The Tukwila ` Pr= vention Bureau cc: TFD file ncd Headquarters Station; 444 Andover: Park Bast • Tukwila, Washington, 98188 • Phone: (206) 5754404 • Fax (206) 57544.99 • R 0 B E R T 1 PK111 I:StiKI\11, .1111 SKfmh \ \G\l I; Wlt 111 Ill�.:nl llt HtII11.;IK11'I 1 \ / ... 1 '11. l �` \ S1J sl 11'1::11 SI1 t 1 � CuKI'UK \'lut\ SI :1't7'Lb:,ll\SIII\t'.Im'llllus 1111\111,11.; 111N1t1'tr1t,'t i'h;1,1;1'1111 \I:•42U i2I.l l E�y '� II: 1}' 1 jatQ ta•id I' ■ s (, C' . n T F S 1 +\\. (11111► 112I.717d1) Q ....c1 j1 Il 0.1 41 DEC 0 7 1995 IYI W III \t; I, \IJ \I'IiRS COMMUNITY DEVELOPMENT December 6, 1995 Casey Group Architects 10116 36th Avenue Ct. SW, Suite 109 Tacoma, WA 98499 Attention: Mr. Paul Casey Regarding: 95 -T -31 (Les Schwab Tire Center) RFA #95102 -31 Dear Mr. Casey: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code '(Chapter 51 -30 WAC). • The drawings are too incomplete to review at this time. The following comments serve as a guideline only. We will conduct our review once a complete submittal is received. 1. We must receive the actual construction documents for review: Remove the note stating: "Submittal Set Only - Not For Construction ". 2. The drawings need to reference the company and File Number of the soils report. 3. The calculations indicate that a 3500 psf soil bearing pressure was used for design, which supports the recommendations of the soils report. The Structural Notes, which indicate that 2000 psf was used for design, needs to be corrected. 4. Update Section 3.6 of the Structural Notes per the 1994 Edition of the UBC. 5. All welding is to be done by WABO certified welders; revise the Structural Notes. 6. Show the drag strut and the connection to the CMU wall at Grid B. 7. Considering the flexible roof diaphragm, clarify how loads will be attributed to the walls on Grids 1 and 2 since they are offset 10 feet. ' 8.• Increase the value of C for the center half of the diaphragm per footnote 3,, Table 16-0, and check. adequacy of straps shown. • 9. Clarify anchor bolt size typically. See Section 7/S7 for example. 10. Where do drawings call for solid grout walls at the service bay frames? Refer to page 42 of calculations. 11. Consider lateral forces at the second floor. t ,,, 4.. , ..,. .. n. . c . .... ,... .n ., .'x•' ... ..r. 'µy;......°bv. : v'. •s +s::YM;. .., . , .:P 'K•S;:c •... .., • •# ...... >sx. , ...r.w , >n.. Ma ^.., .r,nv, ;, .. ..n.+r,..,.inx aro.» December 6, 1995 Les Schwab Tire Center Page Two Please forward a copy of this letter to the structural engineer of Anderson - Peyton Structural Engineering Consultants and respond to the above comments in itemized letter form. Resubmit two complete sets of revised drawings and one copy of revised calculations to our office, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. dIC47W Crys al Kolke CLK: 1 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t31 ^1.doc • CITY OF TUXWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBS , <r1TT A L * * DATE J G --c +�,> =-i2 r f 4 T c l. J PROJECT NAME "1OVt.A)1 l.. i (.cam '64 (,vAp, 11 (2 - c_sc fe-- ADDRESS CONTACT PERSON V3 t) I . C.-A• H PHONE (.:7-0/...,)) -5M- ° 5Z,o l ARCHITECT OR ENGINEER PO40 \-- Ctis PLAN CHECK/PERMIT NUMBER 1-4 6 ( TYPE OF REVISION: 12 @U l S'i< _ G G .. ( ,1 ct _tn N ( , t., L - t'?._. At ,t .‘, (,viNa--a'.) Cc SHEET NUMBER(S) . r2. 1 VF"?... A C. S "Cloud" or highlight all areas of revisions and, date revisions. SUBMI'r1'ED TO: 'C'j (e7i"' 1 55rJ 617(G RECEIVED Log e .e01 CITY OF TUKWILA DEC - 1 1995. _T-c) ierra %` PE T ;. r ' • • / » .._ S 00D The Casey Group MemoPad 1 Memo Page__1_of 1_ 000 iIPhLog Architects from ❑ Confr. 000 A Division of A.C.P. Consultants, Inc. Paul J. Casey A.I.A. Distribution: 10116 36th Ave. Ct. SW., Suite 109 0 Info: Tacoma, Wa. 98499 (206) 584 -5207 Phone (206) 581 -9720 Fax Date: December 1, 1995 Time Russ Parker Project: Les Schwab Tukwila Project No. 95 -139 Person: Mr. Robert Benedicto Phone No. 431 -3670 Company City of Tukwila Fax No. 431 -3665 Subject: B95 -0395 Additional Information Sent Via Drop off ® Billing File 0 According to your request in the letter dated November 27,1995, the following information is presented/attached: 1. Yes, combustible materials will be stored in the building. The owner anticipates that between 5000 and 6000 tires will be stored in the warehouse portion of the building. 2. Nonresidential Energy Code Information: a. An additional copy of the HVAC calculations and Component Calculations is attached. b. Revised Electrical Plans are attached which now indicate the lighting power budget. RECEIVED CITY OF TUKWILA DEC - 1 1995 PERMIT CENTER gztv J� W I IA , ... °l am r 4 .01`` _, ! ii11* i t k/ ' 2 %, City of Tukwila John W. Rants, Mayor . , i . �• � �" . -{ _ � ' U \ Department of Community Development Steve Lancaster, Director 1908 November 27, 1995 Mr. Paul Casey Casey Group Architects 10116 - 36th Ave. Ct. SW. #109 Tacoma, Washington 98499 Re: Les Schwab, Tukwila - Permit application # B95 -0395 Dear Mr, Casey: Your application has been reviewed at our weekly plan review meeting for general completeness of the application and to determine the review routing that will be required. Building Division, Fire Prevention Bureau, Planning Division, and Public Works Department are scheduled to review your application. The reviews are accomplished sequentially with the exception of the the structural review by our consultant. One set of plans, structural calculations and soils report have been sent to Robert Fossetti Associates for the structural plan review. Comments from the structural plan review will be sent to you, and your response should be made directly to Robert Fossetti and Associates. Prior to beginning the plan review route to Building Division, it will be necessary for you to provide us with additional information for your application as follows: 1. A permit application form question was not answered : " Will there be storage or use of flammable, combustible or hazardous materials in the building?" Please provide a memo to answer yes or no. If the answer is yes, explain and provide a list of materials and quantities of each. 4 2. The ro osed building is subject to the requirements of the Washington State P P g subject q g Nonresidential Energy Code. Provide additional information to demonstrate the method of compliance for the building envelope, lighting & controls, and mechanical systems. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 . <Ni•:ii ,. ,. ... i.t 4 ,:Y`. ... ;t::( :t, ..1. ,�. � Sy, ., rS (e.7s. ;!,`." xfn� .r ,.. ,�: j � t >� 1 ..;.. ; . .' :: 4;a; ,Jc �;f, r� ,e, ,i,::, i ?�;' +� ru:r �. . �K ! ; l:'x *r�sc�risnj;k� ; �vr!r�:��.:� :: Mr. Paul Casey • #B95 -0395 November 27, 1995 Page 2 The plan review by Building Division cannot proceed until this information is received. Consequently, your prompt response to this request for information will help expedite the review and approval of your application. If you have any questions you may call this ! office, weekdays, between 8 :30 AM and 5 :00 PM. Inquires regarding the status of your I. application should be directed to the permit coordinator. , Sincerely, Tu . Building Divi ' ► n 6 4 e) , (4 ,/ obert Benedicto, Sr. Plans Examiner cc: File • % u A /�*11LA, °` .. **..Si ` . City o Tukwila ,. f 1 , j► of T John W. Rants, Mayor '1 V. " 449 t....T. ) o % 0 '• �y : Department of Community Development Steve Lancaster, Director I /908,-- 1 November 28, 1995 Robert Fossatti Associates Consulting Engineers 401 Second Avenue South, Suite 503 Seattle, WA 98104 Regarding: 95 -T -31: Les Schwab (B95 -0395) 1 Please do structural review per U.B.C., 1994 Edition. Sincerely, » 99 —¢ Shellie L. Bates Permit Technician • Y , 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670. FaX (206) 4313665 BIC DING SYSTEMS Rx, NORTHWEST 112 S.W. 2nd Street, Suite D, Redmond, OR 97756 FAX (541) 548 -6221 (541) 548 -0115 • • TRANSMITTAL TO: The Casey Group FROM: Norm Nelson 10116 36th Ave. Ct. SW, Suite 109 Tacoma, Washington 98499 DATE: November 17, 1995 ATTN: Paul Casey CITY ECMVKWILA RE: Zes Schwab TuXwila DEC - 1 1995 WE ARE SENDING YOU: PERMIT CENTER (X) ATTACHED ( ) UNDER SEPARATE COVER ( ) SHOP DRAWINGS [X ) TRACINGS ( ) PRINTS ( ) CATALOGS (X) DOCUMENTS ( ) COPY OF LETTER ( ) SPECIFICATIONS ( ) • COPIES DATES ITEMS 1 11 EE! 17 9 Fina Mechanical Drawings , P1 n P Washms CP/1.G4/(vu-S'Lz K 1 HVAC Calculations 1 11 -17 -95 Equipment Schedule &N D 16 Z) • REMARKS: COPY TO: File t1i • 4 .. ...... . r „ Trane Air Conditioning Economics V 60 By: C.D.S. MARKETING PAGE 0 ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** ** ** TRACE 6 0 0 ANALYSIS ** ** �k* ** by C.D.S. MARKETING ** ** ** ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** RECEIVE ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C! OF TU ICWILq DE C — 1 1995 TIRE C PERMIT CENTER TUKWILA, WASHINGTON LES SCHWAB DOUG PIERCE BLOCK LOAD FOR NEW TIRESTORE Weather File Code: SEATTLE Location:. SEATTLE, WASHINGTON Latitude: 47.0 (deg) Longitude: 122.0 (deg) Time Zone: 8 Elevation: 386 (ft) '. Barometric Pressure: 29.5 (in. Hg) Summer Clearness Number: 0.95 Winter Clearness Number: 0.95 Summer Design Dry Bulb: 80 (F) Summer Design Wet Bulb: 64 (F) Winter Design Dry Bulb: 26 (F) Summer Ground Retectance: 0.20 Winter Ground Retectance: 0.20 Air Density: 0.0749 (Lbm /cuft) Air Specific Heat: 0.2444. (Btu /lbm /F) Density- Specific Heat Prod: 1.0988 (Btu•min. /hr /cuft /F) Latent Heat Factor: 4,836.9 (Btu-min. /hr /tuft) Enthalpy Factor: 4.4953 (Lb- min. /hr /cuft) • • Design Simulation Period: June To November System Simulation Period: January To December Cooling Load, Methodology: TETD /Timo Averaging Time /Date Program was Run: 15:16:39 11/17/95 Dataset Name: LS_TUKWL .TM • • •J..'^ .e.f x v ..} C " . ✓ Y; :n .. A.. t r.x. tyt•Y. l54+'P t .. ,n,. . ,... 4 4 ;17`,? '",'"' 471 ^:3 ;4 ".4y.. "!,'r',• '..nins". , • Trane Air Conditioning Economics V 600 By: C.D.S. MARKETING PAGE 1 AIRFLOW - ALTERNATIVE 1 GAS FURNACE SYSTEM SUMMARY„ (Design Airflow Quantities) Main Auxil. Room Outside Cooling Heating Return Exhaust Supply Exhaust System System Airflow Airflow Airflow Airflow Airflow Airflow Airflow Number Type (Cfm) (Cfm) (Cfm) (Cfm) (Cfm) (Cfm) (Cfm) 1 SZ 1,632 2,712 2,712 2,712 1,632 0 0 2 RAD 7,064 0 0 0 7,064 0 0 Totals 8,696 2,712 2,712 2,712 8,696 0 0 CAPACITY - ALTERNATIVE 1 GAS FURNACE • SYSTEM SUMMARY (Design Capacity Quantities) Cooling heating Main Sys. Aux. Sys. Opt. Vent Cooling Main Sys. Aux. Sys. Preheat Reheat Humidif. Opt. Vent Heating ' System System Capacity Capacity Capacity Totals Capacity Capacity Capacity Capacity Capacity. Capacity Totals Number Type (Tons) (Tons) (Tons) (Tons) (Btuh) (Btuh) (Btuh) (Btuh) (Btuh) (Btuh) (Btuh) 1 SZ 8.5 0.0 0.0 8.5 - 129,619 0 - 31,062 0 0 0 - 129,619 2 RAD 0.0 0.0 0.0 0.0 - 361,659 0 0 0 0 0 - 361,659 Totals 8.5 0.0 0.0 8.5 - 491,278 0 - 31,062 0 0 0 - 491,278 The building peaked at hour 15 month 8 with a capacity of 8.5 tons ENGINEERING CHECKS • ALTERNATIVE 1 GAS FURNACE ENGINEERING CHECKS Percent Cooling - -- Heating - System Main/ System Outside Cfm/ Cfm/ Sq Ft Btuh/ Cfm/ Btuh/ Floor Area Number Auxiliary . Type Air Sq Ft Ton /Ton Sq Ft Sq Ft Sq Ft Sq Ft 1 Main • SZ 60.18 0.63 317.7 504.4 23,79 0.63 -30.10 4,306 2 Main ,RAD 0.00 0.00 0.0 0.0 0.00 0.00 -76.80 4,709 • • • i t ) P,' t'' Irene Air Conditioning Economics V 600 By: C.D.S. MARKETING PAGE 2 SYSTEM CHECKSUMS System 1 Peak S2 - SINGLE ZONE ' * * * * * * * * * * * * * * * * * * * * * * * ** COOLING COIL PEAK * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CLG SPACE PEAK * * * * * * * * * * ** HEATING COIL PEAK * * * * * * ** Peaked at Time =_> Mo /Hr: 8/15 .* Mo /Hr: 7/16 * Mo /Nr: 13/ 9 Outside Air =_> OADB /WB /HR: 78/ 64/ 70.0 • * OADB: 79 * OADB: 26 * * Space Ret. Air Ret. Air Net Percnt * Space Percnt * Space Peak Coil Peak Percnt Sens. +Lat. Sensible Latent Total Of Tot * Sensible Of Tot * Space Sens Tot Sens Of Tot Envelope Loads (Btuh) (Btuh) (Btuh) (Btuh) ( %) * (Btuh) ( %) * (Btuh) (Btuh) (X) Skylite Solr 0 0 0 0.00 * 0.00 * 0 0 0.00 Skylite Cond 0 0 0 0.00 * 0.00 * 0 0 0.00 Roof Cond 0 4,965 4,965 4.85 * 0.00 * 0 -3,811 2.94 Glass Solar 0 0 0 0.00 * 0.00• * 0 0 0.00 Glass Cond 0 0 0 0.00 * ' • 0.00 * 0 0 0.00 • Wall Cond 611 -317 294 0.29• * 97 1.33 * -6,125 - 11,728 9.05 Partition 0 0 0.00 * 0.00 * 0 0 0.00 Exposed Floor 0 0 0.00 * 0.00 * -4,586 -4,586 3.54 Infiltration 0 0 -0.00 * -0.00 * 0 0 0.00 Sub Total = => 611 4,648 5,259 5.13 * 97 1.33 * - 10,711 - 20,126 15.53 Internal Loads * * Lights 19,400 0 19,400 18.94 * 19,40 26.54 * 0 0 0.00 People 65,295 65,295 63.74 * 31,93 43.69 * 0 0 0.00 Misc 14,697 0 0 14,697 14.35 * 14,69 20.11 * 0 0 0.00 Sub Total = => 99,392 0 0 99,392 97.02 * 66,03 90.33 * 0 0 0.00 Ceiling Load 4,648 -4,648 0 0.00 * 6,03 8.25 * -9,414 0 0.00 Outside Air 0 0 0 -3,237 -3.16 * 0.00 * I 0 - 75,326 58.11 ' Sup. Fan Heat 964 0.94( * 0.00 * 0 0.00 Ret. Fan Heat 0 0 0.00 * 0.00 * 0 0.00 Duct Heat Pkup 0 0 0.00 * 0.00 * 0 0.00 OV /UNDR Sizing 69 69 0.07 * 69 0.09 * -34,167 - 34,167 26.36 Exhaust Heat 0 0 0 0.00 * 0.00 * 0 0.00 Terminal Bypass 0 0 0 0.00 '* 0.00 * 0 0.00 * * Grand Total = => 104,720 0 0 102,447 100.00 * 73,101 100.00 * - 54,292 - 129,619 100.00 : ' . HEATING COIL SELECTION AIRFLOWS (cfm) -- ENGINEERING CHECKS -- -- TEMPERATURES (F)--- Capacity Coil Airfl Ent Lvg Type Cooling Heating Clg % OA 60.2 Type Clg Htg (Mbh) (cfm) Deg F Deg F Vent 1,632 1,632 Clg Cfm /Sqft 0.63 SADB 53.5 _ 86.2 Main Htg -129.6 2,712 42.7 86.2 Infil 0 0 Clg Cfm /Ton 317.68 Plenum 82.0 59.8 Aux Htg 0,0 0 0.0 0.0 Supply 2,712 2,712 Clg Sqft/Ton 504.41 Return 78.0 68.0 Preheat -31.1 2,712 42.7 53.1 Mincfm 0 0 Clg Btuh /Sqft 23.79 Ret /OA 78.1 42.7 Reheat 0.0 0 0.0 0.0 Return 2,712 2,712 Ho. People 101 Runarnd ,78.0 68.0 Humidif 0.0 0 0.0 0.0 Exhaust 1,632 1,632 Htg % OA 60.2 Fn MtrTD 0.1 0.1 Opt Vent 0.0 0 0.0 0.0 Rm Exh 0 0 Htg Cfm /SqFt 0.63 Fn BldTO 0.1 0.1 ' Total -129.6 Auxil ' 0 0 Htg Btuh/SqFt -30.10 Fn'Frict 0.2 0.2 . , • p.rn, :L y uc: "...r...J.,t nF,S ?;SY,'Y �.i.Ktf t3'tt7 " a'0.,."i `ls' :t`. `1Iti . Irene Air Conditioning Economics V 600 By: C.D.S. MARKETING PAGE 3 SYSTEM CHECKSUMS System 2 Block RAD - RADIATION * * * * * * * * * * * * * * * * * * * * * * * ** COOLING COIL PEAK * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CLG SPACE PEAK * * * * * * * * * * ** HEATING COIL PEAK * * * * * * ** Peaked at Time =_> Mo /Hr: 0/ 0 * Mo /Hr: 0/ 0 * Mc/Hr: 13/ 9 Outside Air =_> OADB /WB /HR: 0/ 0/ 0.0 * OADB: 0 * OADB: 26 * * Space Ret. Air Ret. Air Net Percnt * Space Percnt * Space Peak Coil Peak Percnt Sens. +Lat. Sensible Latent Total Of Tot * Sensible Of Tot * Space Sens Tot Sens Of Tot Envelope Loads (Stub) (Stull) (Btuh) (Btuh) (%) * (Btuh) (%) * (Stub) (Btuh) (X) Skylite Solr 0 0 0.00 * 0.00 * 0 0 0.00 Skylite Cond 0 0 0.00 * 0.00 * 0 0 0.00 Roof Cond 0 0 0.00 * 0.00 * 0 -4,821 1.33 Glass Solar 0 0 0.00 * 0.00, * 0 0 0.00 • Glass Cond 0 0 , . 0.00 * 0.00 * • 0 0 0.00 ' Wall Cond 0 0• 0.00 * 0.00 * - 16,336 - 23,265 6.43 • Partition 0 0.00 * 0.00 * 0 0 0.00 -7,568 2.09 Exposed Floor 0 0.00 * 0.00 * -7,568 Infiltration 0 0.00 * 0.00 * 0 0 0.00 Sub Total = => 0 0 0.00 * 0.00 * - 23,904 - 35,654 9.86 Internal Loads * * Lights 0 0 0.00 * 0.00 * 0 0 0.00 People 0 . 0.00 * 0.00 * 0 0 0.00 Misc 0 0 0 0.00 * 0.00 * 0 0 0.00 Sub Total= => 0 0 0 0.00 * 0.00 * 0. 0 0.00 Coiling Load 0 0 0.00 * 0.00 * - 11,749 0 0.00 Outside Air 0 0 0 0.00 * 0.00 * - 326,005 - 326,005 90.14 Sup. Fan Heat 0.00 * 0.00 * 0 0.00 Ret. Fan Heat 0 0.00 * 0.00 * • 0 0.00 Duct Heat Pkup 0 0.00 * 0.00 * 0 0.00 OV /UNDR Sizing 0, 0.00 * •• 0 , w 0.00 * 0 0 0.00 Exhaust Heat 0 0 0.00 * 0.00 * 0 0.00 Terminal Bypass 0 0 0.00 * 0.00 * 0 0.00 * * Grand Total ==> 0 0 0 0.00 * 0 0.00 * - 361,659 - 361,659 100.00 ; • COOLING COIL SELECTION AREAS Total Capacity Sens Cap. Coil Airfl Entering OB /WB /HR Leaving DB /WB /HR Gross Total Glass (sf) (X) (Tons) (Mbh) (Mbh) (cfm) Deg F Deg F Grains Deg F Deg F Grains Floor 4,709 Main Clg 0.0 0.0 0.0 0'`' 0':0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 311 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ' Roof 4,709 0 0 Totals 0.0 0.0 Wall • 5,310 756 14 HEATING COIL SELECTION AIRFLOWS (cfm) -- ENGINEERING CHECKS -- --TEMPERATURES (F) --- Capacity Coil Airfl Ent Lvg Type Coolin Heating Clg X OA 0.0 Type Clg Htg (Mbh) (cfm) Deg F Deg F Vent 7,064 Clg Cfm /Sqft 0.00 SADB 0.0 68.1 Main Htg -361.7 0 0.0 0.0 Infil 0 Clg Cfm /Ton 0.00 Plenum 0.0 60.1 i Aux Htg 0.0 0 0.0 0.0 Supply 0 Clg Sqft/Ton 0.00 Return 0.0 60.1 Preheat 0.0 0 0.0 0.0 Mincfm 0 Clg Btuh /Soft 0.00 .Ret /OA 0.0 60.1 ' Reheat 0.0 0 0.0 0.0 Return 0 No. People 0 Runarnd • 0.0 68.0 Humidif 0.0 0 0,0 0.0 Exhaust 0 Htg 7.. OA 0.0 Fn MtrTD 0.0 0.0 Opt Vent 0.0 ' 0 0.0 0.0 Rm Exh 0 Htg Cfm /SqFt 0.00 Fn BIdTD 0.0., 0.0 Total -361.7 Auxil 0 Htg Btuh /SqFt -76.80 Fn Frict 0.0 0.0 t , s f t i • • t • • *Irene Air Conditioning Economics V 600 By: C.D.S. MARKETING PAGE 4 MAIN SYSTEM COOLING - ALTERNATIVE 1 GAS FURNACE P E A K C O O L I N G L O A D S • Peak OA Rm Supp. Space Space Space Peak OA Rm Supp. Coil Coil Coil Time Cond. Dry Dry Air Sens. Let. Time Cond. Dry Dry Air Sens. Lot. • Room Mo /Hr DO/W8 Bib Bulb Flow Load Load Mo /Hr DB /WB Blb Bulb Flow Load Load Number Description (F) (F) (F) (Cfm) (Btuh) (Btuh) (F) (F) (F) (Cfm) (Btuh) (Btuh) 101 SHOW ROOM 7/16 79 63 78 53.5 1,949 52,535 28,436 8/15 78 64 78 ,54.0 1,949 52,575 25,807 102 SALES AREA 7/17 78 61 78 53.5 274 7,387 1,040 7/16 79 63 78 53.9 274 7,579 890 103 CUSTOMER LOUNGE. 7/16 79 63 78 53.5 222 5,975 1,950 8/15 78 64 78 54.1 • 222 5,419 1,770 106 MENS ROOM 9/19 70 58 78 53.5 28 743 0 9/19 70 58 78 54.2 28 725 0 107 WOMENS ROOM 7/15 80 64 78 53.5 18 481 0 7/15 80 64 78 54.4 18 404 0 • 201 MANAGERS OFFICE 7/16 79 63 78 53.5 52 1,393 325 8/15 78 64 78 54.2 52 1,366 285 202 LOCKER ROOM 7/16 79 63 78 53.5 150 4,036 1,305 7/14 79 65 78 55.0 150 4,044 1,005 203 EMPLOYEE RESTRM 9/19 70 58 78 53.5 20 550 0 9/19 70 58 78 54.2 20 578 0 Zone 1 Total /Ave. 79 63 78 53.5 2,712 73,101 33,056 78 64 78 54.0 2,712 72,690 29,756 Zone 1 Block 7/16 79 63 78 53.5 2,712 72,986 33,316 8/15 78 64 78 54.1 2,712 72,073 30,046 System 1 Total /Ave. 79 63 78 53.5 2,712 73,101 33,056 78 64 78 54.0 2,712 72,690 29,756 System 1 Block 7/16 79 63 78 53.5 2,712 72,986 33,316 8/15 78 64 78 54.1 2,712. 72,073 30,046 MAIN SYSTEM HEATING - ALTERNATIVE 1 GAS FURNACE PEAK HEATING LOADS (Main System) • Space Coil Peak OA Rm Supp. Space Space Peak OA Rm Supp. Coil Coil Floor Time Cond. Dry Dry Air Sens. Time Cond. Dry Dry Air Sens. Room Area Mo /Hr DB /WB Blb Bulb Flow Load Mo /Hr DB /WB Blb Bulb Flow Load Number Description (Sq Ft) (F) (F) (F) (Cfm) (Btuh) ,, (F) (F) (Cfm) (Btuh) 101 SHOW ROOM 2,625 13/ 1 26 23 68 86.2 1,949 - 39,018 13/ 9 26 23 68 86:2 1,949 - 99,588 102 SALES AREA 679 13/ 1 26 23 68 86.2 274 -5,486 13/ 9 26 23 68 86.2 274 -8,255 103 CUSTOMER LOUNGE 441 13/ 1 26 23 68 86.2 222 -4,438 13/ 9 26 23 68 86.2 222 -8,591 106 MENS ROOM 58 13/ 1 26 23 68 86.2 28 -552 13/ 1 26 23 68 86.2 28 -552 107 WOMENS ROOM 50 13/ 1 26 23 68 86.2 18 -357 13/ 1 26 23 68 86.2 18 -357 ` 201 MANAGERS OFFICE 113 13/ 1 26 23 68 86.2 52 -1,035 13/ 9 26 23 68 86.2 52 -1,958 202 LOCKER ROOM 299 13/ 1 26 23 68 86.2 150 -2,998 13/ 9 26 23 68 86.2 150 -9,909 203 EMPLOYEE RESTRM 41 13/ 1 26 23 68 86.2 20 -409 13/ 1 26 23 68 86.2 20 -409 • Zone 1 Total /Ave. 4,306 26 23 68 86.2 2,712 - 54,293 26 23 68 86.2 2,712 - 129,619 . Zone 1 Block 4,306 13/ 1 26 23 68 86.2 2,712 -54,292 13/ 9 26 23 68 86.2 2,712 - 129,618 System 1 Total /Ave. 4,306 26 23 68 86.2 2,712 - 54,293 26 23 68 86.2 2,712 - 129,619 System 1 Block 4,306 , 13/ 1 26 23 68 86.2 2,712 -54,292 13/ 9 26 23 68 86.2 2,712 •129,618 2,108 SERVICE BAYS 4,709 13/ 9 26 23 68 68.1 0 - 361,659 13/ 9 26 23 68 68.1 •0 - 361,659 Zone 2 Total /Ave. 4,709 26 23 68 68.1 0 - 361,659 26 23 68 68.1 0 - 361,659 Zone 2 Block 4,709 13/ 9 26 23 68 68.1 0 - 361,659 13/ 9 26 23 68 68.1 0 - 361,659 System 2 Total /Ave. 4,709 26 23 68 68.1 0 - 361,659 26 23 68 68.1 0 - 361,659 System 2 Block 4,709 .13/ 9 26 23 68 68.1 0 - 361,659 13/ 9 26 23 68 68.1 0 - 361,659 I t • „ &, » 1..v.r.•Jp4'!d}121C t. . i x.. , . .. i n4 ,i a A rD n • ( a Trane Air Conditioning Economics V 600 By: C.D.S. MARKETING PAGE 5 BUILDING U- VALUES - ALTERNATIVE 1 103 CUSTOMER LOUNGE 0.000 0.580 0.000 0.000 0.000 0.000 0.000 0.130 0.260 17.5 3.49 106 HENS ROOM 0.000 0.580 0.000 0.000 0.000 0.000 0.000 0.130 0.317 68.6 13.73 107 WOMENS ROOM 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.317 '13.3 2.67 201 MANAGERS OFFICE 0.000 0.000 0.000 0.000 0.030 0.000 0.000 0.000 0.317 31 7.13 202 LOCKER ROOM 0.000 0.000 0.000 0.000 0.030 0.000 0.000 0.130 0.317 40.2 8.94 203 EMPLOYEE RESTRM 0.000 0.000 0.000 0.000 0.030 0.000 0.000 0.130 0.317 97.6 20.41 ' Zone 1 Total /Ave. 0.000 0.580 0.000 0.000 0.030 0.570 0.598 0.130 0.267 60.5 12.87 System 1 Total /Ave. 0.000 0.580 0.000 0.000 0.030 0.570 0.598 0.130 0.267 60.5 12.87 2,108 SERVICE BAYS 0.000 0.580 0.000 0.000 0.030 0.500 0.522 0.130 0.317 86.0 18.10 Zone 2 Total /Ave. 0.000 0.580 0.000 0.000 0.030 0.500 0.522 0.130 0.317 86.0 18.10 • System 2 Total /Ave. 0.000 0.580 0.000 0.000 0.030 0.500 0.522 0.130 0.317 86.0 18.10 Building 0.000 0.580 0.000 0.000 0.030 0.535 0.560 0.130 0.293 73.8 15.60 BUILDING AREAS - ALTERNATIVE 1 . GAS FURNACE BUILDING AREAS Floor Total Exposed ! Number of Area /Dupl Floor Partition Floor Skylight Skl Net Ro Window Win Net Wall ' Room Duplicate Room Area Area Area Area /Rf Area Area /Wl Area Number Description Flr Rm (sqft) (sqft) (sqft) (sqft) (sqft) (Y.) (sqft) (sqft) '(X) (sgft) 101 SHOW ROOM 1 1 2,625 ' 2,625 141 0 0 2,625 649 26 1,808 102 SALES AREA 1 1 679 679 30 0 0 679 125 24 403 103 CUSTOMER LOUNGE 1 1 441 441 9 0 0 0 0 0 32 106 MENS ROOM . 1 1 58 58 8 0 0 0 0 0 57 107 WOMENS ROOM ' 1 1 50. 50 0 0 0 0 0 0 0 201 MANAGERS OFFICE 1 1 113 113 0 0 0 113 0 0 • 0 202 LOCKER ROOM 1 1 299 299 0. 0 0 299 0 0 48 203 EMPLOYEE RESTRM 1 1 41 41 0 0 0 41 0 0 48 Zone 1 Total /Ave. 4,306 188 0 0 3,757 775 24 2,396 • System 1 Total /Ave. 4,306 188 0' 0 3,757 . 775 24 2,396 2,108 SERVICE BAYS 1 1 4,709 ' ' 4,709 311 0 0 4,709 756 •14 4,554 ' Zone 2 Total /Ave. 4,709 311 0 0 4,709 756 14 4,554 System 2 Total /Ave. 4,709 311 0 0 4,709 756 14 "4,554 Building 9,016 499 0 0 8,466 1,531 18 6,950 , , ! , • • • • • • • ,..:' .: .:.c ..,,......... ... ,, t,a, :::..y >r ;u: <:. r. f N. .., r: •r':; <, ^.t.�t.:. :rNia;rot.t.:1 " .:f;: ..(' ., N.....tt.. ...Ro, F_'Sa.,,9,,,,. ^fd...f„t�, ):si.f3��9' N1 <f :'.7t`YIU°.5.: 1..W, _ `I ' Trane Air Conditioning Economics . 8 Y: C.D.S. MARKETING V 600 ASHRAE 90 ANALYSIS - ALTERNATIVE 1 PAGE 6 GAS FURNACE ^ A S H R A E • 9 0 A N A L Y S I S Overall Roof U- Value = 0.030 (btu /Hr /Sq Ft /F) ' Overall Wall U -Value - 0.203 (Btu /Hr /sq Ft /F) Overall Building U -Value = '.;0.117 (Btu /Hr /Sq Ft /F) • Roof Overall Thermal Transfer Value (OTTVr) = 1.01 (Btu /Hr /Sq Ft) 1 Wall Overall Thermal Transfer Value (OTTVw) = 18.61 (btu /Hr /Sq Ft) .-$k2S • 0 • • . k I . • • , .. . . , .., .—... f. '•t: "r iP r.g..Lik F'�r. tier y t w„ ^s 7 vYr dr T!,'•i!:"('x:" .' C! ^; i!j!Y ,: •:.:.•r..:. „ „.. „r r.r ..,.. ... }.ln... ....,.r >r, t..t^,SK,..e i .w... .. r Ujj 1 UI U < • B S 13 BI ING SYSTEMS RX, NORTHWEST 112 SW 2nd St. Suite D • Redmond, Oregon 97756 • (541)548•0115 • Fax: (541)548.6221 FAX TRANSMITTAL To: Paul Casey Date: November 16, 1995 NO. Of Pages: 8 Sender: Doug Pierce Re: Les Schwab Tire Store Tulcwila Fax: (206) 581 -9720 • • YOU SHOULD RECEIVE 8 PAGE(S), INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL (503)548 -0115. REMARKS: Paul, Here are the energy code compliance forms for Washington, All you will need, to my knowledge, is the first page labeled Component Performance Method, I included the other sheets to show you how I calculated the areas. You may want to add the wall area sheet with the calculations as the state sends the calculation table to other firms to cheek our calculations. Of course you may already know that. The way I calculated the U -Value for the Loose Fill walls is shown on the first block wall calculation sheet, • If you have any questions about anything please call me and I will try to help. I will send a hard copy to you in the mail with the drawings, Doug, • " 4 M1 kn . /:,.�. *.9.^?. `f .rsFS !1�r. $ �ocr.� ';n :r3z.r. -. •,, .d�5.. :...fii. i dJU O d • Les Schwab Tire Store, Tukwila, WA Building Systems RX f{ S ..t .. . L 4l S ..u..Yr... :Y. • 1 ,7 �t.1 .i.. } } .r. rte. CV. } . r , ac'++ dtML r'2!f.. .. :,.. .. .. rago 3 of 8 WASHIk ON ENERGY CODE COMPLIANCE RE ii;EMENTS OPAQUE WALLS AND DOORS TYPE AREA U -VALUE UA SERVICE BAY SF BTUH /SF•F DTUH/F Ser, Bay W. Wall (35' -0 "x20' -7 ") 701 0,315 221 Ser. Bay N. Wall (138'8 "x13') 291 0.315 92 Ser. Bay S. Wall (138'8 ")(23'6 ") 3,217 0.254 817 Personel Door 3 *(Tx3') 63 0.600 38 Doors (9x(12'x121) 1,512 0.086 130 , 0 0.000 0 • • REST OF BUILDING ** W. Wall (35' -0 "x20' -7 ") 644 0,254 , 164 E. Wall (70' -8 "x20' -5 ") 1135 0,254 288 S. Wall (59' -2 "x18'8 ") 943 0.254 240 N. Wall (60' -0 "x13'10) 599 0,254 152 Personel Door 2 *(7'x3') 42 0.600 25 TOTALS 9,146 2,166 AVERAGE U FOR WALLS 0,262 AVERAGE U FOR DOORS 0,119 I ** Dimensions ONLY, do not reflect subtraction of windows and doors. • • Les Schwab Tire Store, Tukwila, WA Building Systems RX • :22(i : ..: r.u..,:v.....:._.,.......... w....• • ... ..:.. .. .:: «.m ^.rr. s Ad ^ i;J:. rr; f �; 4rtsar: x:' G< rc°' s'-! x_ ai' 2; ` A',: iFt74�4; t4, t�, T7:;;"... 7\' fS7Jx.^. er mNTxrg w rr; " ikYa3t'LYk: ti C jfiML 'i Page 4 of 8 • WASH(, "ON ENERGY CODE COMPLIANCE RE(tIREMENTS ROOFS AND SKYLIGHTS TYPE AREA U -VALUE UA SF BTUH/SF -F BTUFUF TYPICAL ROOF 4,853 0.03 149 SERVICE BAY ROOF 4,203 I 0.031 144 0 0.000 0 0 0.000 0 0 0.000 0 0 . 0.000 0 0 0.000 0 0 0.000 0 �.� 0 0.000 0 0 0.000 0 0 0.000 0 TOTALS 9,056 293 AVERAGE U 0.0321 • • Les. Schwab Tire Store, Tukwila, WA Building Systems RX .;ar.:...c.J{' ^w0-1 rY r:t ^�*`y, � i S"t Ri pr:uatru! rauu8oIU WASH( ,TON ENERGY CODE COMPLIANCE RtaIREMENTS BLOCK WALL • WALL U -VALUE COMPONENT DESCRIPTION THICKNESS R -VALUE WEIGHT MOVING AIR MOM 0.17 0.00 BRICK N/A 0.00 0,00 • • AIR SPACE N/A 0.00 0,00 • CONCRETE BLOCK 8" CMU With Perlite Filled Cores 8,00 4.35 35,00 FRAMING /INSULATION N/A 0.00 0.00 GYPSUM WALLBOARD N/A 0.00 0.00 • STILL AIR ftlk Ntt 0.68 0.00 TOTAL R -VALUE 5.20 TOTAL WEIGHT 35.00 U -VALUE = 1/R 1 0.19 TDeq 37.001 50% of wall Solid Grout @ U- Value: 1 0.321 Total Combined U -Value = (.19 + .32)/2 1 0.251 • • • ` Les Schwab Tire Store, Tukwila, WA Building Systems R,X • • 2?. ... u WASHI( TON ENERGY CODE COMPLIANCE RE.REMENTS BLOCK WALL • • WALL U -VALUE • COMPONENT DESCRIPTION THICKNESS R -VALUE WEIGHT MOVING AIR MAO 0.17 0.00 BRICK N/A 0.00 0.00 AIR SPACE N/A 0.00 0.00 CONCRETE BLOCK 8" Solid Grout CMU Block 8.00 2.32 35.00 FRAMING /INSULATION N/A (100 0.00 GYPSUM WALLBOARD N/A 0.00 0.00 STILL AIR 0.68, 0.00 • TOTAL R -VALUE 3.17 • TOTAL WEIGHT 35.00 { U -VALUE = 1/R ( 0.32 TDeq 37.00 , • l.7: � "�.,:.- r.��,�m•.�xt:r:!;. yip,.; rn+ �; y MY�4',':5`;x.CR?':4,�'r'�- ;>:. ,r: 350. r nxr t tsar :r. s �rurn a ;.c rayu / of 8 WASHI '"ON ENERGY CODE COMPLIANCE RE'REMENTS ROOF BUILT -UP ROOF ON METAL DECK - Store Area WALL U -VALUE COMPONENT DESCRIPTION THICKNESS R -VALUE MOVING AIR :'ii'✓ayr:r 0.17 BUILT -UP ROOF 3.00 0.33 : • • INSULATION R -38 0.00 0.00 METAL TRUSS /INSULATION Metal Truss 4' -0" o.c. 0,00 28.12 AIR SPACE 8.00 0.84 INTERIOR FINISH Acoustical Ceiling Tile Q15 2.48 STILL AIR 0,61 { TOTAL R -VALUE 32.55 U- VALUE = 1/R 0.03 • • • • 'i Les Schwab Tire Store, Tukwila,: WA Building Systems RX, a ..dS:..ti'.�M , h.f 1 raUubo WASH( TON ENERGY CODE COMPLIANCE REC)IREMENTS ROOF BUILT -UP ROOF ON METAL DECK - Service Bay Area WALL U -VALUE COMPONENT DESCRIPTION THICKNESS R -VALUE MOVING AlR INTERIOR FINISH 0.00 0.00 STILL AIR 0 TOTAL R -VALUE 29.23 U- VALUE = 1/R 1 0.031 • • • Les Schwab Tire Store, Tukwila, WA I Building Systems RX Tul Cab, 55q-ScRO7 Lee 5111.00. 4 CITY OF TUKWILA Id: ACTP130 Keyword: @ACTM User: 1671 11/14/95 Activity Maintenance - Valuation Calculator BUILDING PERMIT Permit No: EST95 -01 : Status: VOID Valuation Summary Date of Table used: 04/01/1995 Occupancy Type Factor Sq. Feet Valuation Service Stations Type II N 50.07 13,222 662,025.54 Subtotal: 13,222 662,025.54 Multiplier 1.00: 662,025.54 Addl Fixed Amount: .00 Total Valuation: 662,025.54 Enter factors or F2= Select Occupancy ESC =Exit Val Calc CITY OF TUKWILA Id: ACTP125 Keyword: @ACTM User: 1671 11/14/95 Activity Table Processing BUILDING PERMIT Permit No: EST95 -01 Status: VOID Type: B -BLDG Vera: 9501 Screen: 02 Fee Information Building Fee (Y /N) • Y 3,580.00 EXIST BLDG SQFT: Other Bldg Fee (enter $): .00 NEW BLDG SQFT..: Plan Review Fee (Y /N) • Y 2,327.00 CONST AREA SQFT: 13222 Other Plan Rev (enter $): .00 # OF STORIES...: Building Surcharge (Y /N)..: Y 4.50 Calculated Fee: 5,911.50 Archive Date...: / / Microfilm Date.: / / Additional Fees Work w/o a Permit (Y /N).: .00 Inspect After Hrs (hrs).: .00 Reinspections (hrs) • .00 Other Inspections (hrs).: .00 Add'l Plan Review (hrs).: .0 .00 TOTAL PERMIT FEE: 5,911.50 F7= Update, F2 =Previous Line, F1= Screen Index, ESC= Cancel Update • • .„ . .. (,... r DETACH TO DISPLAY CERTIFICAT3,,,,,,' I -- . I T.1 DEPARTMENT OF LABOR AND INDUSTRIES i' • 1' • : .; THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ii - - ----- - - . - .- -.-...:,-:: ! - - iizi: - „.•?''...:t: ., .-',-.. ..::,,*. , \ * ,. ,, . - ,: .s-.....11:0],V>7:,-:'$.!„.,,,,,,tf6,:'.1!,';'.4-,coi-.P.:,, ..110,111.1?c'%''•=4:.t' I ' - -....4.,:.i...tx„..,.,.,1 .t:/r o . ,4 il• ,,, k'.:.`, H. 1 4 41 1 ;,:,,,::,;;,, .•,:,‘, .,,;, „ ,,,,, t.0 , , %'''- 4 -••• t'''--- i ' f '''', '"'''' ' .:,,. ' . . ' t1, ..0207,P: -,. N. *. -!,..i.1,7, Al -.•" L J :, ' '` 8.4it."- • c • If STATE OF WASHINGTON ?.4 • • - - - . •ta• 4. " • ., .-'v. e 4 ' .' 4 -,. 1 I . .AN ty,i.47.11 ..y '4 $ ' '. 4 ... i . ,. - - . 1, ) IpY.':;;r.,•' ''..: ' • tWilltpf;;? IV '4 1, .. nit) ' :I ilo • :.. ':.''. f t:',.T'S. , %'CrO r StR . . r .cia bfrO kIlY0 q•:-f•,'4.4 ,,:, • :• a -.-,... -.. BOX . • •,,..... ,(,,A. , --,. P . 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This certifies that the person named hereon . ?'„ , ,i, , ,i, . -,7 ...- .., ::,..,, .,,-• . ,:. : 11 is registered as provided by law as ::a, ''',' ;.',; c;„ '':' : : ',-.-•:•-::`,. -,:,,!:,.-;.: ::::'" •1 ,, ?,, 4 4 ...":' cipi CCN:1ALL si TURES ''''. • ' NO N- EX EP P.1% ,‘.:''' 'I.' : <"'L '''''''';',;' ' .-• .: : tioHn' , T•5i is •:•7: ' -'' . • ': ' :' • ''' '''':'.' ' • •3'. CO RP OA ", ' '.'''' — -,"',•:' ' , liNumber'k ( '4'; ie.'41, ...,.:i" ' • k ,,,,,•,- P ti.0 Ni., ' '''''.. .' `',-.‘,, ,, q ,-,, • 0 v. ---, , .., -,,,,.. .,4•‘ :,--•..:',-• _ .., '',':?•,— .: ..,1 < A!'•4 • •• ....J /*. • A' . , : .;' .:, ::'-'''''' .:::'.; `.'' ; I '...' • '''''' ':' ''' . - ' ... ,k,; - ,y .—:'', , N Expires: i, i r: . 1 /12 / 9 (*•,..,.,, :. ,,ii",:;$ !,'t .-i ii, . 4 , •,.. ,., A , ‘r ; ; , 1 ,,, . c. „., . ,..,:'''" ; .1 '"'A'". 4 * 4 4:, () „ , ,., . : .. . L S ,',.. COkSTRLC CC „ ,...,: ,,,, .i.,, vl• %,,,,•:7,:- , . .-,: , 4 .; . .,.:,, ... , , ,... - ,,,,•,. , , : -., , : , ,: ki ') ', , .. ifr . ).: LE SCII WAti TIRE .CEhTEAS~.4MF '.0R/' INC !" f W1 .t. : 4 , '. , „ , ' ; , • , , '. v"". * ' ' 0 , ,,,„ :'',:;:':.,,, :.. .A'' ,,,, .t4 : '., ,: ",. /,' 0 5 9 ,,,,,, ; !.,:' , .,:., t, , • 3,: 4 ,, . !....:, PRINEVILLE OR',:977•54't0OCO.,,,:.• „, , . - , , , ..1•; 4 •, , ....r . ; ,,, ,4 . , „',Q:0^, : p . '1,. „,. ‘ , „ .,,,,,,.,, 1.4 , yi ,.. L ,, „,,,.: , , ,..,t,,,.. .,..,.. , ZAKAIIIIF , . • skv.,... ...,, ',,,r . .,if ,, .f, li , .,,, • ,.. SIGNATURE OF REGISTRANT/. 14' ' k.-; ' . V ' 4 " 1, ;°•-7' . ' -, ,,., Y • , ''' ,fi. „..ri:i'• Y.' . ..,..y . '',.•,, k,, . .. • • ....: ' 111111 . . • . . N . • • . . . , • FROM :KPFF ENGINEERS SEP TO = 206431366S 1996.03 -0S 10159RM #743 P.02/03 Gee Engineers 00q5 03 August 17, 1995 Consulting Engineers and Geoscienttsts Offices In Washington, Oregon, and Alaska LS Construction RECEIVED P.O. Box 667 Prineville, Oregon 97754 MAR 0 51996 ' Attention: Mr. Russ Parker PUBLIC WORKS; Report Addendum Geotechnical Engineering Services Proposed Les Schwab Tire Center Tukwila, Washington • File No, 3461 - 005 -T03 • This letter is an addendum to our geotechnical report for the proposed Les Schwab Tire Center to be located in the southwest corner of the Home Depot Tukwila development. Our report for the site is dated August 8, 1995. Based on initial conversations with project team members, it was our understanding that • design floor loads of approximately 1,500 pounds per square foot (psi) wctild be used. In order to induce the settlement that would otherwise occur after construction, we recommended that a preload 111/2 feet in height be used.. It is our understanding that a post - tensioned slab will be used to distribute the heavy vehicle wheel loads over larger areas of the floor slab. The design floor load has thus been reduced to approximately 500 psf. As a result of the reduction in the design floor load, the height of the • prc;lcad may be reduced to 4'h feet. Settlement on the order of 4 inches is expe :ted to result from the weight of the preload. The approximate duration for the preload to remain in place is unchanged. .4 Q . • GcoNngineers, Inc. C Q P Y .,,,, � .v. -» � 6240'tyeonu NM., Suite 3113 ��.. �-" • :. ;►Y `' • Tacoma, , 7c1q �ho ,•..�..�..,..' .. ) x (206) 471.0421 '' �(!('� T{ t r 401111.1 r ` +vp.' JM , • . ;y �:'T(;': �*7�•i.: e '.� �„��� ;. �5 �.:b' W y�y �=� �' .� ^ � � � � !l•' r r � � � r ` � 1 • + • . • :NNW Oqf 1b 01:01. • 1 r• p•S ••.. . �, .)' .. , L t M,r rv;1 .e,•14..., . 9` • , •' t " �, , ' 1 '. Y• O ' .. . 1' , • � ft �. r • • • FROM IKPFF ENGINEERS SEP TO I 20E4313E6S 1996,03 -0S 10IS9PM e743 P.03/03 August 17. 1995 Page 2 This letter is an addendum to our report dated August 8, 1995. Except as modified herein, the recommendations presented in that report remain in effect and are unchanged. Please contact us should you have any questions concerning this letter or if you have need for additional information. Yours very truly, � o f was ��'.p • d' 1,19frii; OeoEngineers, Inc. ) 00 r / t. .A: 771 al-4, G 4 ans 41 ,4 s� x .etc► � cisrr co s Susan M. Ashbury S SjU N Aid 1 '� Geot ical Engineer • otpqRES AVM Gary W. Iienderson Principal SMAIOWHsvc Document IDs 346100511.ADD • Two copies submitted • • • • • • • • 0c oP.nelneers File No. 3461405403 FROM sKPFF ENGINEERS SER TO 2064313665 1996,03 -0S 10s59RM #743 P.01/03 Consulting Engineers FAX TRANSMITTAL 1201 Third Avenue, Suite G00 Seattle, Washington P8101 Data March 5, 1996 (200) 622 -5822 Fax (206) 022.8130 Job # 95323.0 Project Tukwila Les Schwab No. /Pages (Including cover) 3 To Joanna Spencer From Mark R. Steepy Company City of Tukwila Fax # 431 -3665 Phone # 433 - 0179 Subject Geotechnical Report Addendum RECEIVED Comments MAR 0 51996 Joanna: TUKWILA PUBLIC WOR!<G Attached, please find the addendum to the geotechnical report dated Aug 7, 1995. Please call if you have any questions. • These are transmitted for your use as was requested • The original will not tallow in the mall cc; ILS.J53.DOC { GeoEngineers, Inc, 6240 Tacoma Mall Blvd., Suite 318 Tacoma, WA 98 409 Telephone (206) 471.0379 Fax (206) 4710521 C LS Construction August 8, 1995 Page 2 The purpose of our services was to review the existing soils information for your building site and to provide development recommendations. Specifically, our scope of services for this project includes the following: 1. Review the existing geotechnical data for the site. 2. Analyze the potential post - construction settlement and provide recommendations for a r preload if needed. 3. Provide recommendations for site preparation. 4. Evaluate the ground water conditions and provide drainage recommendations as appropriate. 5. Provide foundation and floor slab support recommendations, including allowable bearing capacity, lateral design values, modulus of subgrade reaction and estimates of settlement, 6. Provide recommendations for the design of subgrade walls including drainage requirements. 7. Provide recommendations for pavement design sections. .:. depth of 60 feet. Ground water was encountered in the test borings at approximately 12 to 15 feet below the existing grades. Shallow perched ground water was often encountered during utility installation. Ground water levels will vary seasonally, reaching a low in October or November and a high in April or May. Our subsurface exploration data for the Home Depot site are included as Appendix A. G e o I n g i n e e r s File No. 3461- 005.T03 Elk LS Construction August 8, 1995 +_ . o e o E n g i n e e r s File No. 3461. X TU3 • ' GeoEngineers File No. 3461. 005 -T03 . • storm water collection system. G e o E n g i n e e r s File No. 3461.005•T03 GeoEngineers File No. 3461. 005 -T03 • „ _ „ LS Construction August 8, 1995 Page 7 If the material is too wet when delivered to the site, or of it becomes overly wet from rain, it must be aerated and dried out prior to placement as fill. The on -site fill material may be reused for structural fill, provided that it can be compacted to the degree specified below, and to a firm and unyielding condition. The lower silt should not be reused for structural fill. _ whether or not to use shoring, and for establishing the safe inclination for open -cut slopes. Temporary unsupported cut slopes more than 4 feet high may be inclined at 11H:1V maximum steepness within the existing fill. Flatter slopes may be necessary if seepage is present on the cut face. Some sloughing and ravelling of the cut slopes should be expected. Temporary covering with heavy plastic sheeting should be used to protect these slopes during periods of rainfall. G e o E n g i n e e r s File No. 3461- 005.T03 „ . LS Construction August 8, 1995 Page 8 • FOUNDATION SUPPORT per square foot) for the combination of dead and long -term live loads. This allowable bearing capacity may be increased by up to one -third to account for short -term live loads such as wind or seismic forces. If footings are constructed during wet weather, it may be appropriate to place a lean concrete "mud mat” or a layer of crushed rock in footing excavation bottoms to protect the subgrades from disturbance, We recommend that all footing excavations be observed by a representative of our firm immediately prior to mud mat or crushed rock placement, or reinforcing steel and structural G e o E n g i n e e r s File No, 3461-005-T03 of sand. r GeoEngineers File No. 3461.005 -T03 E walls. ,, r G e o E n g i n e e r s File No. 3461,005-T03 • • : G e o E n g i n e e r s File No. 3461.005•T03 . , GeoEngineers File No. 3461-005-T03 - __ JAMES CHRISTENSEN ROAD (PWf5TW�N TPAIV C c.4..." -O - STR IIRRR "� $t r \' n um ; • . : ; \ R NTON:. _ Hi sr _ °` J � i i NCTION -- °' c 2 60.62 455.09' {LLD _- - . S I0 m 26 25 – __--- __ �– 1 - S Sr r < ,© 1 iJ f( L l1 � tfi m 5107 A 73�T1 nip S • T g — r �7 t ► 1 L t 1 t t • a _ t T i . r r iot / ; cc Sr TM 1 t ! o e I H ij � JIIIIIIIIIIIIIIIIIIIi T 78 t H X ' a TRI ,. ° � RI [LA • I t s Mig.0„1__W: - II [i _•: s • MS�TE n i aartn sr OD ' • S T H S 1BOIH jr � : F SS I �� ; y ;� 0 35 �, _ i. i « Rsi o( ..: sr 36 I 6 a a a ST ® / as r a �-�� CO T GRTW ftT I I • g' o a e . - r I 1 + K1+Flf1 - 11I llI s taff ` - ; -: �`° S leGrx sr i 1 , I ' .. l l�'P`t -� ' W GlXi 1 y 1 k► ° a o si ' ; - • " ( Z 5188TH sT s 188 — M ST i � I • { o � eR( s OT:, on r - - -- - ■ T , x rGUC(R z i O� n r1o1� os or t vox o 1 e `• _ S 1971H ST 'S ISM ST P o T23N `, a 2 T Z Z N - -- _s___.. , 192HD _ ST __ _ _.. , 1 .. . _ L— 1 1 �i q i 111 ra a L- .: 4,._s 19415 �Z a ST - . -i . ti w 1• • it d. 0 ' e illinit g41111-4 : 1,..f ,, , .: :r: b atIV II i I I* '' ,.. ... ./.." I jr F . L_______ $I I 1 1 ... t i { tl. �•� • , iffurmill n I Pr' FT 1 I 1 1 1 1 1 1 11140 . o 1 I I I I I I LWIll_WILLLI J I I I I LU I I I I 0 0 2400 4800 L— - C.-- a ,,_ „� . O • - -- -- -- --- - -- -- -- -- -- -- -- -- O �et�e� •��� 01.09' - - - - - SCALE IN FEET - d _. Reference: . This map reproduced with c.7 permission granted by o THOMAS BROTHERS MAPS. ---..4— Z_�. U It is unlawful to copy or UJ reproduce all or any part Reference: thereof, whether for personal 0 120 240 o use or resale, without L_ � . Base drawing provided by L.S. Construction doted 7/2495, permission. SCALE IN FEET N - 4 / � SITE PLAN/ _ Q N GeO Engineers FIG N • ... ,-.i..7.:;:._ `YF -_' A,j.`:7:::.,.•:. _c.,N ?Wi.` Via.._ _. +. s. .._ : - -.. _ JAMES Ch6:ISTaISEN ROAD (rapes TR.c C•4_71 1 Q . N. . I =MAIM TRE `.°s UNCTION z� -- - - - �� 1 - tc il 4 SY _ IS aaa.ri - 1 1 ('(%•■ . . ' lit s - � � t .1 -W 11 1 Sr ; . Ill • - • m .4j iii: SR 33RD °" O •' a -- ' "--- ^ - --•- - M n 1 i ,ii,iii ° �< L . oe 3 L bRI LLA i 1 D , O O $ O 1 — I 3R D ST) � ° o' ° .Vn.t..e B H S NOM : �:• S - /D S ..: 1 � �o ,.� i 1 S 1 1 J r t N.,.. 1 ........... ) i yE Q .- - a samara I .� s 0 0 0 0 I Q, a � s � ( imam I ° 4. S IB sr ! • : � H H t *f O+ --- _ r 1 .� 0 IBB1 S Si j (Y 1 t. o PARK t � i re Eitilatt4 �f ! I t li - . - ' ._ - - _ - - O 1 THE HOLE DEPOT - • • I iv-or , 7c t ) " ` ' _ ST �"S 190TH ST • o I o t - S 1901// .. _ e ' — T23N `^ - I ° - - - - • -- — s _ IMO _ sr -- - _ _sJ ° ° ° ° : • . N = : i . . . - . . ›- I i "11-1- • • NI.) fir I 1 "1 ± , 11 1 I t 1 1 1 1 c. rte D`C N • ' < i T il*ff1+ ■ F' sa 1 � ; 1 F , ' `` t: T. C, S 3 .f' ♦ L j • 1 I I � ,- -. r'I . i i a - j ' bIliiIIIII1I ! Mfft[iffil - - -' -- - - - If ° / 1 11 Mill I LUU I IlLLLLLLLLIJ I I I I i LI I I I I ° ° 0 2400 4800 ..4..'�: �_ , -- — — — — — — ■ — — ■ — -- ■ -- SCALE IN FEET - 1041.o6 - t Reference: This mop reproduced with . permission granted by THOMAS BROTHERS MAPS. `��� it is unlawful to copy or Z reproduce all or any part . Reference: thereof, whether for personal 0 120 240 use or resale, without i_____ *� —1 Base drawing provided by L.S. Construction dated 7/24/95, drawing no. Al . permission. SCALE IN FEET . SITE PLAN /VICINITY MAP G'-' �� is, = Enginee�• f FIGURE 1 _ ,, e` 't:rY- :w1?_i ... _ � ,. • - 4` .'C• � . _ _ .: .]�v -� . _.Mict =-' � . z ...... `f . < .. .c. _ ...... . . . ... . -il%1 ^'. s .� .. f ti"`:_' : -g. qq y `p�Et �: <L .. ,..., . . • • ., a: rr � s� 9 ac v t... yro � .LS s z*r^` g t..t, 5rr } aas, , , .. .,. .. APPENDIX A r SUBSURFACE EXPLORATIONS AND LABORATORY TESTING' Subsurface conditions were interpreted from nine test borings and three mechanical CPT C soundings which were performed on -site between October 16 and 22, 1992. A geotechnical report dated April 1, 1968 for the existing structure was also reviewed. Two borings and the r CPT soundings were located in the new store building area and extended to a depth of 60 feet 'This information was excerpted from the Home Depot report dated December 2, 1992. GeoEngineers A -1 File No. 3461. 005 -T03 ■ • . FIGURE 2 • • ,, • Geo P- Engineers gee s FIGURE 3 .„ , Geo N.1 Engineers FIGURE 4 • 40— — See Figure 4 for explanation of symbols ....,� LOG OF BORING Geo 1,� Engineers FIGURE 5 BORING NO. 2 40 — See Figure 4 for explanation of symbols i� LOG OF BORING Geo Engineers FIGURE 6 .11•IIIMINIMMI ..... • ' ■ ,t. .t. t. t ,^ t Vi:•.:•• 'i)."'" BORING NO. 3 H TEST DATA oo 0 DESCRIPTION E Group 3 g 2 , o o a ro' (..) to Symbol Surface Elevation: 22 feet 0 . G LOG OF BORING . ........, eo PEngineers . iikNi••• ..,.. FIGURE 7 ............ , ... ____ ..._..... , - ,. .— .-,......,,,,, , 1,:,',..N'1,''.;',,I,t,*)•,-,:.".,-1 I':X.Mr'insi+,...!,vi:R.f',VV Geo 'NIA' Engineers FIGURE 8 slialmrsmomsmonor . FIGURE 9 • •1 - . ,....... ................... . .,< r _ •1•111 , 1. •1•1•1•1.. _., ._.........._,�,_.._ •1•1•1•1. .. , ,. � -_ _ ..y;,�� , .. ,, ,� •. rvr.:.ya . r : S' :sri :i1- „y ?�N:'fi§ �7C ut7r” siH/ •l;:f l{.• BORING NO. 6 TEST DATA [-: y ? iv .. o DESCRIPTION . ai C O L.' Q ) 0 m E Group r ... I-. 2 o o a to L cn Symbol S urface Elevation: 22 feet Geo �e Engineers , ,,•1011_,,.. FIGURE 10 • r_. ................ BORING NO. 7 ...., „ o- ineers LOG OF BORING Geo � En `� r ` .4. 0 FIGURE 11 ' 40— — See Figure 4 for explanation of symbols ir ....... 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MUIIIIIMIIIMMIMIMII 111111 mmummum mum o mmmmim 1104101100 mamma SAND %MEDIUM DENSE TO MIUMMEIMMIMMOM IMIMUMM r 18 IMMUMIMINIUMUMIMI nun UMU mmUM2 MUUMUU __________ 111111MIMMI 111L 111110111011 MUUMUU .„, 0110110011 ( ""' . 60 mommummumu muumuu 111111 1111111111M111111 111011101111 PENETRATION COMPLETED AT r 111111 .111MMUNIMI MUMMEU o Fu' ON 10/21/92 MIMI 11•11M11111110111 ImuUmui 19 MIIIIIIIIIMMIMUMMII MIUM11111 UMIIIIIIIIIIIIMMILMW 0111111111111 r 65 hull IMIIIIMIMII 111M11111111 I 1111111111111111 111111110110 1110 111011111111111 1111111111011 20 1111101111111MMUMIIIII MIIIIMMI r ar1111111 MIMI 1111111311111111 MIIMMIIM 1111111101111 MIIIIIIIMI i mum lommumn 011111101111 21 — IIIMI UMINFOR 111 N --- - ROHM r 7° 111111 11111101 MI MIIM 111111 11111M111111 - IIIIIM111111 11110011100.1111111111111 10111111010 22 11111111 111111111111111 111110111MI r , 11111111 1111011011111 111111 11110M111111 10101111111111011111 11111M111111 1111111110111 111M11111111 111111111•11111010111111111 11111111111111 52. 75. 1111111111111111111MIUM11111 11U101111111 23 1/ MIMMiiii I. Lti. NUM UMW 111111111111111 11111111111111111111 . MWHIIIM IMMMIIII 1...4 F ■. , Mill 111.1111101111 1111h11111011 E. KUM 1111111111111111 MINIMUM r., . 24 111111 MNIM1111111 IMMIUMII ., - MIMI 111111111111111 10100111111 so MIMI 11111111101111 MMI1111111 1 25 N _ UM 111011 MUM 111111111111111 11111111111111 1111111111111111 IMMIIIIMM MUUMUU IIIIIIIIIIIIII NM 111 I 1111111011 IMM MIIIIII . =111111 11111111111111 111111111111111 INIIII11111 11111111111111111 10011101111 F , 85- 6 K 0 111111 11111111111111111 MIUMMIIII O 11111IM11 111111111111111 MIIIIMIIIIII o Min 111111111111111111 101111111111M11 m . NUM 11111M01111 IIIIIIMMUI .‘ c - 111111 1111111111111111 IMMIIMIll • ., -4 MUM 11111111111111111 MUMMUI c el 27 1111111111 1111111MIthl UMIMIIIII "I • 0 MIMI IMIUMIIII 111111111M1111 • 0 90- NUM 111111111111111111111 111111110011111 _ 4 ;11 • 111111111111111111111111111mmum mummuu Nffil111•1111111111111111M111 11111111111111111 = ▪ - 28 0 : to '1 in 1 - ................ ; N , „ . . . . , . , , • . • — . , , , - . " " ;: • I , , • , , • n 80- cr' 11111111110111Mill ..! ± 25 1111M111111111 IIIMUM111 11111111111111 01101110111 !:. , • . 1011111111111 [.. F. g 85- 20 11011M11111 111111M1IMI : 0 • ,. I I I 11010011111 • 1;111u1:0111:11:::: .. 6‘' 5 1 - 7 i 90: 5 . l! , 27 .. - .1 to • ....um. ............ I , 001111111111 1 110111101111 1111M 1111111 28 1111111111M1111111111101111M111111 011110111111 ________ .. . • DEPTH CONE PENETRATION RESISTANCE FRICTION SOIL INTERPRETATION ; ' -+ 1/ s111l1111I11 _ - 13 1 II1►11111111111 "'* 1141 1111111111 { 1► III111.IIUlIl1 ,v m 45 - u1110U1U1a11/IIIIIII ;O�II 1111111111111111111111 14 � II1I1U1•U1�11111I1111i�tu 11,41111111111U11 o 1 .11 m m • . • - ' •,••y.• •".:.,. •...,"....,„. r , DEPTH CONE PENETRATION RESISTANCE FRICTION SOIL INTERPRETATION 111111111111111111111 7, - 28 _ _ . . , I 11011111111111101111 0 . m i 0 ; . ,1500 1 I i SAMPLE DRY [.-] KEY BORING DEPTH SOIL MOISTURE DENS ITI' NUMBER (FT) CLASSIFICATION CONTENT (LBS /FT3) E B-9 28 Gray Gilt with organic 1.13 44 matter i`L) [ /�� CONSOLIDATION TEST RESULTS Geo E ./ FIGURE 22 • • .,.,. : -. - „‚ : ,.,. ,... ,.,.,a+ ..... , ,., u . „, -. , . r , r,.. r 3Y°7r �5M4 M ,; ' ' 000 Anderson - Peyton Sheet 1 of (n ;, 000 Structural Engineering Consultants Date: 03/28/96 000 Design By: SRL • Supplemental, Revision 2 Structural Calculations for 0 * " \ p i 'tip Q 0 :',, • Project & Location: Supplemental : l [ �ev]<si<on 2 Ca�culatiO,X1$: LES SCRW.A.i Tukwila • ,Washington r i Client: Les Schwab 1015 Madras Highway r ti P.O. Box 667 ,,1. • Prineville, Oregon 97754 f , ., , Structural Anderson - Peyton `(�`, °' r ' r ' e. Engineer: Structural Engineering Consultants ,, °� c: 31620 23rd Avenue South, Suite 321 % . Federal Way, Washington 98003 r,�'�Y'a Project Number: 95 -139 ', Jurisdiction: . City of Tukwila Code: 1994 UBC Loads: I. Vertical Loads: Roof (Snow) 25 PSF Light Storage 125 PSF • • IL Lateral Loads: Exposure "B" Wind Speed 80 mph Seismic Zone 3 III. Soils • Pcr Soils Report by OcoEngincers (report no, 3461- 005 -T03) ' Allowable Soil Bearing Pressure = 3500 PSF • r .. .. ... , .., Y.... n...,. rn::..,«.....,.. b.. ,._.�:..:R•....,..,...... -..,.— ._..... ......... >..>. ,..,...,u.,.,..- . �+...rcwrn. v .r 7. a4.5tAPtKA1F,�.., „:'a',i o'u5. ..11..A.a.,r ..r.P 'L OOO A ii d e r s o ra - P e y t o ii JOB it SHEET OF ❑Q❑ Structural Engineering Consultants 00 0 A Division of ACl' Consult: nos. Inc. DESIGNED DATE 3 -28 _' 4° PROJECT J' l IS . CHECKED ' DATE , . 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DESIGNED DATE PROJECT I ul<vi ILA CHECKED DATE • . Ii% ���~ • , , r � i . . , ' , ' ' . i ,, ' • � ✓..< - 7 - 7 - • , . ' , . 0 ,, f•. F V , v . I k —. v1 , .� ,, �+ , • :' .. . j , • . ... , ' } i I . ; , ... ' �. i -!: N � � . I " ' 1 I • i 3 k .A7,a, .. ..,.. 3s1 ; li d j ' 56, PL () ;o ■ 1 4- -5; rNc� 1 'It 5.. r I ..R .�� I - ! H i 1 ; i 1 t :• . • 20 1 • 11 - % 1 7 ' p i • • ,3GO K.; � , 2 0 - � ` -E' 2i1ti.) • • IN'T/1�7 of pl?e « ' tc it I i , ;I - 1Irr(' l• V -� 2g.ii .� , 1 A t:: AL. . (I t.t h 1��.�i If ✓I { SSS kM U A11 D . , • , , i ; , i f . t I ! 7 w 0 ; �, ; �' i 1 +i e * i ` . Al o. o : � ' . 2 . t t,. c- 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941 -9929 Fax: (206) 941-9939 Seattle / Eustside (206) 292 -0940 3 I SHEAR WALLS 1 PROJECT NAME: LES SCIIWAB TUKWILA SIIEET OF • PROJECT NUMBER: ANDERSON - PEYTON DATE: 02/26/96 STRUCTURAL ENGINEERING CONSULTANTS DESIGN BY: SRL MASONRY SHEAR WALL DESIGN (WORKING STRESS) Poksu This Spreadsheet is for one story shear wall lines receiving given line loads from flexible diaphragms. .77, G'1 /\ tJt' The line loads are distributed to the masonry shear walls according to the relative rigidities along the given line. p',(,AT1 Description line A 7 � 7 „e � ' C Total Line Force 27.1 KIPS V I / `./ Special Inspection YES (yes or no) I Fm 1350 PSI Fs (shear) 20 KSI Fs (flex) 24 KSI Force Moment Fv length height width Fixed / From From Total Total Aeff% fv w/o rein(' element feet feet inches Cant, Fl Above Above Force Moment MNd Agross psi psi I x 7.67 21.00 9,63 C 0,88 0,88 18,41 3.42 0.61 3,04 35,00 2 x 2.67 22.00 9.63 C 0.03 0.03 0.77 10.30 0.61 0,35 35.00 3 x 32.33 21.00 9,63 C 26.00 26.00 546,08 0.81 0.61 21.39 39.05 4 x 3.33 17.00 9.63 C 0.14 0,14 2.46 6.38 0,61 1.16 35,00 5 I 6 7 8 9' I I I I 12 13 14 15 16 27.08 HORIZ V all Vail / Vi Pv REMP spcng buedon based on element As d Mc Ms M w/ mint carrying peel carrying all the shear all the sheu k -ft k-ft 1 element psi in ^2 inches kips kips 1 55.1 0,4 48 12,27 14.0 0,31 73.6 136,2 43,4 18,4 2.4 2 55.1 0.4 48 4.27 122.1 0.40 25.6 28 18.7 0.8 24,3 3 58.6 0.4 48 51.73 2.0 0.93 310.4 2081.9 553.3 546,1 1.0 4 55.1 0,4 48 5.33 36,8 0.40 32.0 40.5 23.5 2.5 9.6 5 Page 1 • _ . ..... ,,.. .... ,... :. S'...`'Y 1 .,,t.s+; .. 1 r t .,`a v kr �f.wrom 4 l SHEAR WALLS Page 1 • • • • • • „ at. I.0 a4. 1`IYtP 1tI 1 't„' 6 I OOCIAnderson - Peyton JOB# SHEET OP ❑17:1❑ Structural Engineering Consultants /� I cjO� A Division of ACPConsultnnts, Inc. DESIGNED DATE /' 4 ( - q eiu w i 14 PROJECT � � CHECKED DATE I ; i j t i 1 I r ' � + r ■ j i ! *. i 1 „ . ,H ' i i , •a 1 .. _' i i i' i 1 I _�_._ ��i.. i f t ..._.. I F 1 i : • ... ' 1 I, 1 !. - I I- 1 '', • , ; '. : , : 1 , . 1 . , !, ;• ,„ , -:, ,, 1 : ; t ..';: 1 : 1 : ": i , , .• ! . , I 3 , l i 1 i i d Wlfl w y '18 i i , . ..... 1 4 . l ,i 1.i , : , ,1 � , I. ., ' 1i , t + I • I, , ; ,,. , • -- -, ,: •• : : - , - . '• i ,,,- --; • i,----' - ' --•••'--- .: ---;- • :-• , 0.,-,-'(,9' ) ■ • j a • :i • . . . . , I i x lId C. Gow7 1 ' , S i 1 1 i 1 '. i .M1, ' . ' . ` ... i . . , , , .- N 'T • t D r : PPc T.�G� P? = ; 3 • • j ; { i 1 . + S_ t I I I I i ! l . � Q �; • , . I , 1 t f . I`f� U�r�� S .,. t t t .: { (, i '77�/hU, e4 Cam' 4 ; t/L 1. 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DESIGNED DATE Z 44 • 4'Ce PROJECT ,---" v k w 1 L.t\- • CHECKED DATE I i i - ± t Loll . i ;, . . t� • . :�4 ; { ■ . gip.. i. . ;C�-' . , 1Fo3 f alt, .. , - - Z� 3 13 1 1r " !2. : . ; .. .. i , ;,. .,1.1 _____ ; ... 4. . : .z. .. , , : ', 1 : :; ; 11 ; i i +',': l i 1 • c2© gCRiW . l � • • 1 Li 7U (-. � .E---. t+.: Cv 1 t k &A- �, Ii 'l • A , ,1 y2 T1-hcw J41 ( . , .. , i b i I l ob, � : • i .. , i '•13�: ; e5. � ., 4 . ' i ; • ' i ■ A. to j ; ! ,t let U ; i /40 •. �' { 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941.9929 Fax: (206) 941.9939 Seattle / Eastslde (206) 292 -0940 .,.. .. .. .: .. .. ... ... ... ... .._....... .. .,...... .....:... .. ...... .„.. n.:.: ^f,,.+i. ,:- .0 : . . -,- r�ti } <f.t ft. .... .. MV. .:, ilY . . i (U I OOO A n d e r s o n - Peyton Boa # SHEET or CI ri ❑ Structural Engineering Consultants oO � A Division ofACP Consultants, Inc, DESIGNED DATE •Q($ 7 /g 1 PROJECT CHECKED _ DATE 1 t _ / 7W/::--t S ' • i g x 7 ' l I lill 062' = ICPC 32 4}. 1w I I '7 (Z) , x 4 p c ...i QF i s . ?vsp�rJnkn c iiu I- s �Z)o,37 f ...--- l I NT rrKkh ,,,,,ir[- iklJ(! ion } = 3I (< �Sr 1 A o f , , dc.1,5.. r ). . . _____ , , • , , -; a .. l lc? Z Ca 0,5 J 1i • I/1 ba 0'f f e-- AJ. c IIi I� .1 • ++ I • IuOV•6tftt�W (00- %r..., . i , r , I .0u-r. " rG(grre, of " paalg" ) T 1 * . `L('Plgi , i,z Co f :,, . : >} : <1. & C R/7 i l i s o -. 6c , tat, ,/ .. 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941 -9929 Fax: (206) 941.9939 Scuttle / Eastside (206) 292-0940 • • . ...,.. ... , ,,..., ,+ a ,,,. ,r , , .4 t r, ., , '/ , Il t7 :o p. ..p l Y. ,',; 1 • C3O0And'erson - Peyton Boa# SHEET OF C700 Structural Engineering Consultants 13CI❑ A Division of ACP Consultants, Inc. DESIGNED DATE 2.20 . et ce • PROJECT 4 A CHECKED DATE 111 J { ryt } �� 1 . . • 6 .j , 1",ti.9'I • , W .,'1.:,,.! 1 i i F • • • ; • r I. ', 'rl -1 •i ' R.' 1&v . e +T') . , i , ' E . i ! ' t 1 f I . I t ` 11 I ' l I , t I A\ , oS, D'3�r•v.7h 1 •8`¢I�;Z8.35 1 t , • r a n ;;:= r � # ■ � .. � , • t " !3 , p4 f • . • • ! l , .I I , .t ` �1 ! . �...i. + i i - w PI . I I9` 1 4r--.. 11 . 7 ; ; t 1111 . . . 1 . ; t .., 1 .- p I ' 1 I 1 i , i Q � I • I I ■ I (JO I I i I , ,.� ► t . s , �. .� � .5�: i l .i.. �. t. i r... ,..- � .�..� .. 3 - l , , , i t ! 1 I t t , t l ' • � . ' ; , -,- it _2.�_._, ,i r ,i : , g+1 t o, 82 Z oo - _ , I 1 I , 1 MTT28�i 2+ i� ' K• ! ,NMI - 4. 1 l _. 8 t . ; ,377 i ( . 3 , ; , / r , tit4 i i (o. :,g V� 12/fw1, foiha, (AS T • I! - 1 i i t :ice � �1 I t ..,., _ i F I t 1 ,' i f t t I I ti 1 ! ` t I ° : , ` 1 II • .. r ' : ". ! 1 :. I I • i 1 I t I • I I 1 ' I I , l t •: : . 1 ,r ..1.,.. ... .-- r_,... ,,. ,, --1 . f i -1•, . _ .i._I- I. _, .� i.--. —4.— , ..4.. + __ r - — .-- ( ' 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941.9929 Fax: (206) 941.9939 Seattle / Eastside (206) 292.0940 • • IZ JEJJAnderson - Peyton .1013 it SHEET of ❑O❑ Siructt:rat Engineering Consuitants 00 0 A Division ofACP Consultants, Inc. DESIGNED , DAFE .. � 6 A`gC.P 1 PROJECT " I k W IL k CHECKED DATE ATM o • l�l!Ntr k NGt f�C�� • /J fr ! t r ° _ t / vim, / z ;; ' ' ' n 0 'Ma = • r . 4 , � ? 0,• 10/6. • 1 . t . - 2.31 jai ! r x k 'SIttt , (vur uP• WAl-l. pl,trtvr) • • a CAK /y1i,cv, �1e .V'S'� • , i : ' '•••' • , !• , - , • - • :, • : - :' ',,. '1,' 1NtUgl- •OP :F,PAC:10(' i....-?Li ! A ' 1 . . . . • , . i I . ! 1 i • . - t . ; { • 1 . I , r • t i i I i , • 1 t { 1 1 f 1 f . I. '- 1 , 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941 -9929 Fax: (206) 941.9939 Seattle / Eastside (206) 292.0940 } ice „ +•; Y;t'. rte ''f..9n�� � f . ��r w..+: r. . ,r.,., t :.:. .: ....... ................:... ... ,,..._......,.... .....,..- � � .... ,.,, n...w� ««tn. =a5wx; =o..,xF V' n:s'r.r, .5.•.Y. ;.: 1 ii.' �.':��'�+". ,7t �� "�f o ki llM L PROJECT NAME: YUBA CITY SHEET OF PROJECT NUMBER: 5.112624 • ANDERSON - PEYTON 673.3333 DATE: 02/22/96 STRUCTURAL ENGINEERING CONSULTANTS DESIGN B SRL ( MASONRY SLENDER WALL DESIGN (STRENGTH METHOD) (6 ", 8 ", or 10" nominal walls) ' SIMPLE SPAN WALL CONDITION (rolioning exempts 6.6.A of SO, Edition Ametieinl 'typical Wall Section Description: BACK WALL @.) I 5O 5 / 1 — unipg wall fen Ql 32.00 inches n/E/s?T�A y ' 6h'OUTiF17 web is 1.125" G -shell t 1.25" - nom wall t 8.00 inches v a I typical act wall t 7.63 inches T.O.W. SERVICE / / /�,, /. bar • d 3.81 inches AXIAL MOMENT r :yi' , height 20.00 feet plf PSP ll•Nft /1- i I 32ain in S Solid Grout? no yes or no DL 263 / shell t 1.25 in LL 438 �i 1�pti�� : 22 / / ,' _'., 'u i� Lu:;4il!br,•ii 37 // / / / / /.L ir n „ web t 1.125 in Ill EQ i,i ,q .; ,y! 18.9 945 wall weight 84 psf WIND '' ,' ''� ?I'!j 23.4 1170 � typical mid -ht wall wght 840 / / /It (self weight of wall above mid height) ' bar Eccentricity 1 inches (of axial load at top of wall) • size - # 6 I Load Case ? 1 (1 - 5) LOAD CASE (1) 1.4D+1.7L I'm 1350 psi assumed IMO d s 3.8125 in Fy 60 ksi deflection actual Allowable 0i b o 7.625 in 1 bar size (4 -6) 6 inches inches inches bar spacing 32 inches oc service 1.08 1.08 1.68 loads based on 32 inch length of wall As 0.165 in' '"2 / ft ultimate 0.01 0.01 ';iiI'' ;: j' 6:i',14! As 0.44 in^2 /32" Mu 129 ft -/I / 32" © wall mid- height As max 0.59 in ^2 / 32" phiMn 7302 ft -/l / 32" under axial & flexure OK Aeff/Agross 0.64 phi Mn 6077 ft -Il / 32" as flexural member only Em 1013 ksi lnsp ? yes yes or no Es 29000 ksi ett'height 20,00 feet I Mod of Rupture 92 psi OAD CHART Factored Axial Factored Moment Service T.O.W SELF EQ and EQ & WIND I . LOADS Mid 111 TOTAL WIND SERV. Lead Cases per Code II II It-# ftdl MOMENT case 1 (11 -1) 1.4D +1.7L 2967 3136 247 3120 case 2 (11 -2) 0.75(1.4D +1.7L +1.87E) 2226 2352 3720 3534 2520 case 3 (11 -3) 0.75(1,4D +1.7L +1.7W) 2226 2352 4163 3978 3120 case 4 (11-4) 0.9D +1.43E 631 2016 3656 3604 2520 case 5 (11 -5) 0.9D +1.3W 631 2016 4109 4056 3120 I 1 '4 a • ... ... ::.:......... ... ._ ....._... ..... ......, -r.... .......,..,,. .- «.. t.. ...,, ..n.t. -um+ f..t...,,, ,,.i x .x.•:!': .. J, :i3... r :v14 ..w:-..... tw1,."^„'L,Af.'.1 J. .. 7 :`,;: t.. 1.. a . h .,r. q :.J::,��,. ".F�•L (; .*'..'�xi i f'? 1K . fti y ;!. �,Y «'Ak:a. 1 1 1 0 PROJECT NUMBER: „_ ANDERSON - PEYTON DATE: 02/20/96 STRUCTURAL ENGINEERING CONSULTANTS DESIGN B SRL { MASONRY SLENDER WALL DESIGN (STRENGTH METHOD) (6 ", 8 ", or 10" nominal walls) I SIMPLE SPAN WALL CONDITION (following example 6.6.A of 5th Edition Amrheln) Typical Wall Section Description: 8" middle wall, (23 -4” tall) along grid 3 INPUT — —shell t- 1.25" I unit wall length wall 12.00 inches web t- 1.125" • _ nom 8.00 inches ty act wall t t 7.63 inches T.O.W. SERVICE y � barcal d 3.81 inches AXIAL MOMENT i f spacing - Solid 23.33 feet plf s yes or no DL 450 PS " 11-11/ft "; 24 in shell t 1.25 in LL 750 r: ! ; i : ,. ; '; , 63 V A FV/, .19 web t 1.125 in EQ k': 18.9 1286 wall weight 84 psf WIND "';. 30.2 2055 ' ' typical mid-ht bur Eccentricity wglnt 98 inches (of axial i l n at lop of wall) id height) size ..# G Load Case ? 1 (1 -5) LOAD CASE 12 1.4D+1.7L Pm 1500 psi assumed ,m. d - 3,8125 In Fy 60 ksi de lection actual Allowable * - b .. 7.625 in bar size (4 -6) 6 inches inches inches bar spacing 24 inches oc service 1.53 1.53 1 96 loads based on 12 Inch length of wall As 0.220 ln"2 / R ultimate 0.02 0.02 iii!'';!ln!; rl As 0,22 in'2 /12" Mu 84 fl-/l / IT' © wall mid - height As max 0,24 in"2 / 12" phiMn 3596 fl -ll / 12" under axial & flexure OK Aetl7Agross 0,68 phi Mn 2975 fl -// / 12" as flexural member only Em 1125 ksi Insp'l yes yes or no Es 29000 ksi off height •-itft1 feet Mod of Rupture 155 psi I OAD CHART Factored Axial Factored Moment Service T.O.W SELF EQ and EQ & WIND r: LOADS Mid Ht TOTAL WIND SERV. I Load Cases per Code ll II 11-II fl -// MOMENT case 1 (11 -1) 1.4D +1.7L 1905 1372 159 2055 case 2 (11 -2) 0,75(1.4D +1.7L +1.87E) 1429 1029 1923 1803 1286 1 case 3 (11 -3) 0,75(1.4D +1.7L +1.7W) 1429 1029 2739 2620 2055 case 4 (11-4) 0,9D +1.43E 405 882 1873 1839 1286 case 5 (11 -5) 0.9D +1.3W 405 882 2705 2671 2055 1 (AS) - rALL:vg o sto-t_,, . KQ /is & t2.( 77Ce - ----- 1600 (Y3'! wf (r'4 �4ItoCy 0.c. Verr '3d1-1 t7 6-pooT Ni112vkk V(LM-k • • • l4 VIVIA 8" middle wall, (23' -4" tall) alarm t?rid 3 LOAD CASE (2) 0.75(1.4D +1.7L +1.87E) assumed deflection actual Allowable inches inches inches service 1.60 1.60 1.96 ultimate 1.17 1.17 M%!,;„a., Mu 2103 ft -ll / 12" as wall mid - height phiMn 3446 ft-ll / 12" under axial & flexure OK phi Mn 2975 ft -ll / 12" as flexural member only Insp ? yes yes or no off height -2090 feet LOAD CASE (3) 0.75(1.4D +1.7L +1.7W) assumed deflection actual Allowable inches inches inches service 1.60 1,60 1.96 ultimate 2.87 2.87 (j; 'S'nrai;Ialaij Mu 3267 fl-1/ / 12" © wall mid - height phiMn 3446 ft -ll / 12" under axial & flexure OK phi Mn 2975 fl-ti / 12" us flexural member only Insp ? yes yes or no off height '2:90 feet LOAD CASE (4) 0.9D +1.43E assumed deflection actual Allowable • inches inches inches service 1.71 1.71 1.96 ultimate 1.01 1.01 i 1 "`i' 4 1 Mu 1964 ft -ll / 12" Q wall mid - height phiMn 3225 1t -it / 12" under axial & flexuro OK phi Mn 2975 fl -ll / 12" as flexural member only Insp ? yes yes or no off height 731110• feet LOAD CASE (5) 0.9D +1.3W • assumed deflection actual Allowable inches inches inches service 1.71 1.71 I'96 ultimate 2.55 2.55 Mu 2961 ft-11 / 12" @wall mid - height phiMn 3225 it -il / 12" under axial & flexure • OK phi Mn 2975 ft -ll / 12" as flexural member only • Insp ? yes yes or no eff height 19 feet • • • : ...... . *;r, ;f': . .,.. Ott. .. rr • 7 C'li 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941 -9929 Fax: (206) 941 -9939 Seattle / Easlside (206) 292 -0940 • • I ' }4, ' v IU 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941 -9929 Fax: (206) 941 -9939 Seattle / Eustside (206) 292.0940 4 � t • • .. . .. .... ., ,....,... ......, .....u. ....,,. . y.. .n ... n,. ..,• . . . - _ , ...,. � .t.., . . , ., , . ,. . . : .fir'. ^ . , . :? .�,. . ., , yv , Caw t.;.r .. ...e 1 '1 , • • ' ! ' , 1 i • 1 1I • , •r.... t. • I. ;,• "!._ I • t .j .,, I... ..- { 1 . i.. .. ,.. t 1 1 . .. y .'.. t . I , I "I-•t- i i .. ! .+ i , }... - , .!. ; . .. ..1- I j i - . . -. i. 1 -.1.., i - I .1 .1.. , . ; ..1.. ., • «-;_! ,.. 11 .,...•.......1 .. ,..j.a I 1 1 i i. i ....., ;_ .. t . i .I. .;. ! � 1 1 - , , . i . . .l_.. '; -_ 1 +. I ..._ '. ° • .. ! •". '. '; I . 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941-9929 Fax: (206) 941-9939 Seattle / Eastside (206) 292 -0940 • .: r : .- .. :f� vt: r .M(' z,thc - ) t ..:: 26 —1- ' ; I,, -- 1 ! ., , 1 : . ' . i1 i f , E.;.. i i. E 1. i { t ■ . .• l,_ .1- i ■••.1•..•,.- _. T •.i. -. ' . ._`... LT •'1._ 1 .....,._.• 1 (. -., 1 .,-„ i -• • MOM. . 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941.9929. Fax: (206) 941-9939 Scuttle / Eustside (206) 292-0940 • 4.. 1 OCDOAnderson - Peyton JOB# SHEET OF ❑Q❑ Structural Engineering Consultants CM ADivisionofACPConsultunts,Inc. DESIGNED DATE 477h LP PROJECT i rbl t.Ul�hrit CHECKED DATE •a; • • , .. �.. ` fi i • • ` , � - CO I CMIH I I 1 � r - K woreg I � '�; r. 1� 1 ' Pi i , .. • �. tom' ;) , ii, , 1 • "; fl. i r .. .. ( , .. t .. .... .. .. • - v core - H ' oA/ T/t/S /od/ 3ff)€ ... 5?urf'o i c a w • I • • 1 w a/ . ; : . , 1)... 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941.9929 Fax: (206) 941 -9939 Seattle / Eastside (206) 292 -0940 • • . ., F `11 . . , ''t - `1 t - _1 1 . , i • } I ,•'i ., .t . y t._, 1 ! _ : 1 I - - -.,. ; I I r 1 ,i }t 1I } , ; i Si • ... i. i. i , , . ., ♦ I ._r 1 ..,. 1 i... 1 -.i.- ( -! 1 • 1 .• . 1 -I j .,' .r., 1 .; 1 ;, '� ' Y 1 . .; .,.. , .. 1 .. ; .. _.1 ••i _I —:/ .. i -1..,r; i� ..I. .. } —1-1 . y .+,. , i' , 1 I . 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941-9929 Fax; (206) 941 -9939 Seattle / Eustside (206) 292 -094(1 •, a.� .. .... ..; ..... .. .. ,....., . v......,,,. ..»... ,�.. -.. . . n . x a u� ', s . �.s, { w ! ,cttut ... .... .. .... ... ..... . .., ., ,, -.. .. __,. . . .. .. , .. .. -.. ,.rw>• s.e., •'r;ut3..i2 s \'� , :y rt. a ;nt27: • , ` a7 r .�s . v. ;�•� P ?itc.� . �.;M L'/ II 02 -20 -1996 TJ-Spec(TM) Page 1 of 1 08:27:47 V4.41 145015097 1001 TJBPBCB • • • • C10D Anderson - Peyton Sheet 1 of ODD Structural Engineering Consultants Date: 11/16/95 OOD Design By: SRL Structural Calculations for l Project & Location: I.B 1 • W(`` Client: Les Schwab 1015 Madras 1- Iighway P.O. Box 667 Prineville, Oregon 97754 Structural Anderson - Peyton Engineer: Structural Engineering Consultants 31620 23rd Avenue South, Suite 321 Federal Way, Washington 98003 • Project Number: 95 -139 Jurisdiction: City of Tukwila Code: 1994 IJBC Loads: I. Vertical Loads: RECEIVED Roof (Snow) 25 PSF CITY OF TUKWILA Light Storage 125 PSF 0 V 2 0 1995 11. Lateral Loads: Exposure "B" Wind Speed 80 mph PERMIT CENTER Seismic Zone 3 Ill. Soils Per Soils Report Allowable Soil Bearing Pressure = 3500 PSF • \,` t • 1� , ;cc I� ' \ • oNm. V,, y • • . • . . . . . . . . . . , I CIOCI Aitdersori - Pey II JOB II SHEET El co Structural Engineering Consultants OF c-icjo A Division of ACP Consultants, Inc. DESIGNED DATE 11-1.- 5 I • . PROJECT CHECKED DATE •_. • . , . . . , , i•'•e , ., :i1,,•..•!i I . . i, 11,0F . .7,?tis--7.;g. ,.. .., : i , , 1 ; . , ! • . . - .. j , ! .,, . , .., • - ■ . '. 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I 1' 1 I. 3162() 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941 -9929 Fax: (206) 941 -9939 Seattle / Eastsidc (206) 292 -0940 1 PROJECT NAME: TUKWILA S11EET 1 01 ' . PROJECT NUMBER: ANDERSON - PEYTON DATE: 11/09/95 STRUCTURAL ENGINEERING CONSULTANTS - _ __ DESIGN II SRI., MASONRY SLENDER WALL DESIGN (STRENGTH METHOD) (6 ", 8 ", or 10" nominal walls) 1 SIMPLE SPAN WALL CONDITION (following example 6.6.A of 5th Edition Amrhdn) Typical Wall Section Description: BACK WALL �- INPUT . ;�- slrcll t=1.25" unit wall length 32.00 inches web t =1.125" - il nom wall t 8.00 inches typical act wall t 7.63 inches T.O.W. SERVICE bar d 3.81 inches AXIAL MOMENT ' * spacing e 4. ; height 20.00 feet plf PSF # -NR ' foi 32 in Solid Grout? NO yes or no DL 263 ;',. 04112 263 s '` shell t 1.25 in LL 437.5 ` t,,r �, i ' i ? '" r�iiilo,:: 438 ..,, ,.:<;,,,�j 18. web t 1,125 in EQ 945 'i , F Y I ; . wall weight 84 psf WIND ;, =:, 30 1500 �� typical mid -ht wall wght 840 #/tl (self weight of wall above midd height) bur 1 Eccentricity 12 inches (of axial load at top of wall) size =1/ 6 I f Load Case? 1 (1 - 5) LOAD CASE (1) 1.4D +1.7L r I'm 2500 psi assumed -d = 3.8125 in Fy 60 ksi deflection actual Allowable b = 7.625 in I bar size (4.6) 6 inches inches inches bar spacing 32 inches oc service 1.29 1.29 1.68 loads based on 32 inch length of wall As 0,165 inA2 / R ultimate 0.06 0.06 .'t /3;,; Yq .. As 0.44 ln^2 /32" Mu 1514 ft-11/32" Q wall mid - height As max 1.09 inA2 / 32" phiMn 7742 R -# / 32" under axial & flexure OK Acfl /Agross 0,64 phi Mn 6368 R -# / 32" as flexural member only Em 1875 ksi Insp ? yes yes or no Es 29000 ksi effheight 20.00 feet Mod of Rupture 125 psi OAD CHART Factored Axial Factored Moment Service l T.O.W SELF EQ and EQ & WIND LOADS Mid lit TOTAL WIND SERV. Load Cases per Code II # R -# 11 -# _ MOMENT case 1 (11 -1) 1.4D +1.7L 2963 3136 2963 4000 case 2 (11 -2) 0.75(1.4D +1.7L +1.87E) 2223 2352 5757 3534 2520 case 3 (11 -3) 0.75(1.4D +1.7L +1.7W) 2223 2352 7323 5100 4000 case 4 (11 -4) 0.9D +1.43E 630 2016 4234 3604 2520 1 case 5 (11 -5) 0.9D +1.3W 630 2016 5830 5200 4000 WORKING STRESS COMPARISON {l CALCULATIONS Fs 24 ksi �'1� @ %Z V� „ ,/ lilt 31.48 NG Pb 833.33333 psi U � {'i0 , i rho 0.0036 Fa 290 psi I k 0.2829 Mm 4137 11 -# / 32" Q n 1 b _ ' ' 1 ` j 0.9057 Ms 3039 R -# / 32" I - (7 1 i r� Wt� COMBINED BENDING AND AXIAL (transverse loads plf of wall) Axial Load 4107 lbs / 32" Moment 5867 11-11/ 32" All. P 35593 lbs / 32" All. Mom 3039 R -# / 32" fa/Fa 0.115 m';t1c 1.931 unity equation 2.046 , `• l► BACK WALL LOAD CASE (2) 0.75(1.4D +1.7L +1.87E) assumed deflection actual Allowable inches inches inches service 1.33 1.33 1.68 ultimate 1.21 1.21 W"Zt a . Mu 5108 11-11 / 32" n wall mid - height phiMn 7402 R -# / 32" under axial & flexure OK phi Mn 6368 R -# / 32" as flexural member only Insp ? yes yes or no cff height 20.00 feet LOAD CASE (3) 0.75(1.4D +1.7L +1.7W) assumed deflection actual Allowable inches inches inches service 1.33 1.33 1.68 ultimate 2.01 2,01 y!?;' 3+i'W, Mu 6977 R -# / 32" n wall mid - height phiMn 7402 11 -1l / 32" under axial & flexure OK phi Mn 6368 R -N / 32" as flexural member only Insp ? yes yes or no cff height 20.00 feet LOAD CASE (4) 0.9D +1.43E assumed deflection actual Allowable Inches inches inches service 1,39 1,39 1.68 ultimate 0.81 0.81 warm Mu 4097 R -ll / 32" © wall mid - height phiMn 6969 R -# / 32" under axial & flexure OK phi Mn 6368 R -N / 32" as flexural member only Insp ? yes yes or no cff height 20.00 feet LOAD CASE (5) 0.9D +1.3W assumed deflection actual Allowable inches inches inches service 1.39 1.39 1.68 ultimate 1.59 1.59 s$ "i?F1+� Mu 5866 R -!l / 32" © wall mid- height phiMn 6969 it -ii / 32" under axial & flexure OK phi Mn 6368 114 / 32" as flexural member only Insp ? yes yes or no cff height 20,00 feet • • :. ... ... ..:, . .. .. .... .�,. ;. .� :.. ...... ......•,.. o .- �.-•.c- rx:•: =.,4ny� ^r. •:v „r �rx�� .. .. .. .v "S'r„ crfi ": a, :!, `'..�'�i �.�;�I�Y�F.. �J"�l��w.� <cYi Y��p�n ;Z • v PROJECT 4 f'u t'L* i A dL-rN CHECKED DATE i.1 1 1 1.. 1, i f ' -i ' 1 i . .i. 1 -f i i ; 1 • . ; . 1— . - -1.. , .,. - 1- -1..i. t I' , - - . • _ , 1 , ' , .. #..,. ; , , . . r ._ . i _ ;. +_ 1 , t, ,. 1 i M : ,. i � i 1 • j ... t t .. .. I ..i. ; ,.t .t . ', ...,.., i t � i ... t !.. f . ,_ i . i' f ..,.7 i 1 i ? .i" i 1 . #..� 1 ' ...1... 1 • ,.j :. '_ .,.-- ...._. . -_1..` 1. _ -1 • • t • ., • , ; . I . I -1 , • • . -._r ! 1 • 1 . l e i !. • , 1 , ' - • 1 I .:_- i. I I 1 (, , f . , I ' j_,_. ,.; • „ • ; , • , ; • , • • , • , •• • . , . , , ,,, • „ . • ,,, .. • • ., , , ' , , i , ,..„.., k.„ : ..,. t ,. ,••:. ; ; , ,,,,,, .1. .,,, 4 ,, If- -1, ; I., ;;;:;;;-, ii ii II'. �! I t i , i ;. ,.. i � I I, GM • ._ ' k i ( i I•;; f, ; i .ff i I " -I1+i ,:.,;. , 1t,'t.I I ; :1.: ;,; i.. - f i ; � 1 I I ... ' f 1 • ' i 1 I i )..i .' i ;.. I ., 1,', - ' - I f i 1 11 ,! i t ( n j '1�(� /� 1 ( ,. j ;.1 . f 1 '.. -1 i t ; 1-'i 1.. t 1.- ' t ��V 51 , ..1 00 , t1 .?• 1 • I , j 1; fi , 1 , , ;, I.--t. , , I,. • C i I , I- . i - 1 ;. 1 ■ , , , ', i , t 1 1 . 1. t .., .. .1_ � ,...t 1 i 1._ i. ;_. , ., ..1 i .' ' .i. • , 7 1 , , . 1 , i f 1 , ,, ,. 1 f ; I �.} � .,.', .(. f 1...1. I , 1 , • 1 1 1 i I ' . . � ' • 1• ( ' + ' , � ,.! s I i l f ! . I , t • t . l 1 ' t, :. ,. z •-, t - }.. •i .. 1 i ( i ( . • , . i t l.. i . 1 —. A i 1 1. , 1 1 , . , • 1 .1. .� _ , t _,._. .1. i } i i I 1 , i 1 i .. t i i r I. t i t - i ,, • t ' ' ' 1 i J f ' 1 • 1 ' L. i 1 i 1. ' 1 •f 1 7• ; i i i ... , 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941 -9929 Fax; (206) 941 -9939 Seattle I Eastside (206) 292.0940 • 4 e � m ti fa/Fa 0.146 m/Ma 1.620 unity equation 1.766 • 1+ , fi ' I LOAD CASE (2) 0.75(1.4D +1.7L +1.87E) assumed deflection actual Allowable inches inches inches service 1.68 1.68 1.97 ultimate 1.98 1.98 +;} Mu 4738 f1.-# / 24" n wall mid- height phiMn 7315 114 / 24" under axial & flexure OK phi Mn 6254 ft -# / 24" as flexural member only Insp ? yes yes or no eff height 20.00 feet VIMOMMOIINIMMO LOAD CASE (3) 0.75(1.4D+1.7L +1.7W) assumed deflection actual Allowable inches inches inches service 1.68 1,68 1.97 ultimate 2.56 2.56 Kamm "t`m _ Mu 5627 fl-11 / 24" © wall mid - height phiMn 5627 ft -# / 24" under axial & flexure OK phi Mn 6254 !t -# / 24" as flexural member only Insp ? yes yes or no off height 20.00 feet LOAD CASE (4) 0.9D +1.43E assumed deflection actual Allowable inches inches inches service 1.77 1.77 1.97 ultimate 0.99 0,99 f Mu 3 181 fl -11 / 24" © wall mid - height phiMn 3181 1t -11 / 24" under axial & flexure OK phi Mn 6254 fl -# / 24" as flexural member only Insp ? _ yes yes or no o ff height 20.00 feet LOAD CASE (5) 0.9D +1.3W assumed deflection actual Allowable inches inches inches service 1.77 1.77 1.97 ultimate 1.53 1.53 `s.st"lf1n1 Mu 3959 fl-fl/ 24" © wall mid - height phiMn 6816 fl -# / 24" under axial & flexure OK phi Mn 6254 11 4 / 24" as flexural member only Insp ? yes yes or no efl' height 20.00 feet • I C. P I 171100Aliderson - Peytoii �oi3 SHEET. of c= Structural Engineering Consultants r= A Division oFACi' Consultants, Inc. DESIGNED DATE II—(+ t of wro PROJECT of wki,(/ - P& CHECKED DATE o _ l• f , 3 //� 'e • l , t • ; • . . 1 I . :-- • Y ,- �l t I t . I 1•• • i r 1 ' 1 ..._.._ �_. ,. 1 i. — i , { , i i I I } ,.L 1 1 . ' .' i I.` j { .. 1 1t I '. �.. �. µ, Oh. . 1 1 ' - , ' i .I .. I , . i j. ' I I I !�. { '1 1..,.I. , •,, ' • • I • ' , i , • ` 1 J • i• • I ' / • 1 . , H i i i • : 1 I I ; I ; t . , ; i i } 1, I 1 ,. i I. I 1 .1-.1. ■ 1 ..1.. ;• l i �i .wt► 1 trtt 'II • ■■ittn_11ttttttt1tt =11 ' =I � / ! I • ' �I I ' i I ' • • i 1 , . ; 1 1�. 1 .j ; ..., • �,/ I. ! t I . _ ' t i 1 '1.'"F----I-" l ', 1 I ' l tl'', ,.; 1 1 ,Y� , } ' i i i '�- v �� 1 t a , I i I i • • • • • • ; ; , i 1 i. I } t. { b { 1. ; , . , 1 ) („ j ( , , / ,_! . (..., 1 j r : i . ! 6 ',11i.. , a , 4 1 .. . , • ,•: ,, 1 1 ; 1 , 1, �. �, / I' ' I,•, tI ?_' Qi - f l 1 I ( 1 i } � • . { : , i • ! 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"f j ' I i � 1 1 I I ,- . ., , .}• t4 , i • -',1 • ; ; •; ; i • • , : • , p I , I , ; ; , i '' ; _ j . . i i S ; . ! !. ; 1 1 ' I� i : e�y • • I , t I , I . f 1 1 ' , 1 i `... ..t ' 1 I.1. i ' I } ,. . I ' ... , , , 1, 1 . . t ,_ I 1 ( ;;; G ' + W f I� /l� J, f � � • • I f ( 1 i vU � }t fir? i� /!�1' ' Z , I. + . I � ; ( , ' 1 . 1 1. .� i , } { I } 1 1 i } i ' • I' I . I ,. (.. - . , ...1...; ' . ,. ! Vii ....!. : , _ }. .:: ,..1., ;.... . _ ' .,. w . i : .. i . . +_• i ! : . • 1 • , , • : .1 1 I l I j —�- 1 ' I I I l !.!-1—. { -} } j. . { 1 I 1 . ' H'1 '. ! f I i t t I 41 1' H i' I I I I I - 1 t . ..4. i II I I , , . ' f i . f i .t . H J I . i , ;. i , • ., , I. ,. . -l. 1 ! 1 ...� .I ! .. ! . I • I i i �' { s, i I i I .{. I i 1 1i f 6 ! � � � J� ( t i , i . , I ! 1 . ; 1 . } I . i a 1 . i a }.. i.,. i • iI I 1 t ( I 'Li I t . , . 1 i 1 ;•-•• . . ,1 t 1 . t ri 1 ii ,I 1 i . } , (; i I . t I ••1 i a K� i 2 a - � I �� i . -.., • • i ! ., i , - , i i' , t 1. ! i 1 t t. i . 1 , � t 1 �! j_ � i�t� i i i ' i .� j 1 _ 1 .� - t ._.. i I•. • 1 i 1 , • • 1 i . .I i f i ..,_ i ,• 1 ,� ' .f , ,, i i - ,, -. , ' 1 1 • t { j t I i .� 1 } j , ` i 1 I i. ( ( { • I I w � � i i 1 i { `. i..�. I— l . } !. '''I'' {., H H 11 HHJ 1 WJHWHFH 1 • I 1f 1 t S _. �. j .. 1 � ... • 31620. 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941-9929 Fax: (206) 941 -9939 Seattle / Eastside (206) 292 -0940 . -.. „ :. . S iP'Y . t' fl . V:t •.. • 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941 -9929 Fax: (206) 941 -9939 • Seattle / Eastside (206) 292 -0940 , • il 1 PROJECT NAME: TUKWILA SHEET OF l i PROJECT NUMBER: ANDERSON - PEYTON DATE: 11/14/95 STRUCTURAL ENGINEERING CONSULTANTS DESIGN B SRL MASONRY SLENDER WALL DESIGN (STRENGTH METHOD) (6 ", 8 ", or 10" nominal walls) 1 SIMPLE SPAN WALL CONDITION (following example 6 of sth Edition Amfieini Typical Wall Section Description: LINE A (it) ALIGNMENT PIT i i INPUT ,. ,_shell t= 1.25" unit wall length 32.00 inches web to 1.125" • a - nom wall t 10.00 inches typical act wall t 9.63 inches T.O.W. SERVICE '• . ' bar d 4.81 inches AXIAL MOMENT ►' spacing = height 23.00 feet plf PSF 11-11/11 t 32 in Solid Grout? NO yes or no DL (T*,,�.yt�a; shell t 1.25 in LL }� ti Al 1 wcb t 1.125 in EQ # ra 23.4 1547 wall weight 104 psf WIND y w hl;,( ; 1 30 1984 typical mid -lit wall wght 1196 #/R (self weight of wall above mid height) ... bar r 1 Eccentricity inches (of axial load at top of wall) size = # 6 Load Case ? I (1 -5) LOAD CASE (1) 1.4D +1.7L fm 2500 psi assumed -d = 4.8125 in Fy 60 ksi deflection actual Allowable � 1.93 loads b _h = 9.625 In 1 bar size (4.6) 6 inches inches inches bar spacing 32 inches oc service 0.75 0.75 based on 32 Inch length of wall As 0.165 inA2 / It ultimate r ??`;FA „` "z - As 0.44 inA2 /32" Mu 114 / 32" @ wall mid - height 1 As max 1.37 inA2 / 32" phiMn 9436 R -# / 32" under axial & flexure OK Aeff /Agross 0.61 phi Mn 8128 !l -# / 32" as flexural member only Em 1875 ksi lisp ? yes es or no Es 29000 ksi eff Height 23.00 feet Mod of Rupture 125 psi OAD CHART Factored Axial Factored Moment Service I T.O.W SELF EQ and EQ & WIND LOADS Mid IIt TOTAL WIND SERV. Load Cases per Code # # R -# fl-if MOMENT case 1 (11 -1) 1.4D +1.7L 4465 5290 case 2 (11 -2) 0.75(1.4D +1.7L +1.87E) 3349 5787 5787 4126 case 3 (11-3) 0.75(1.4D +1.7L +1.7W) 3349 6745 6745 5290 case 4 (11 -4) 0.9D +1.43E 2870 5900 5900 4126 I case 5 (11 -5) 0.9D +1.3W 2870 6877 6877 5290 WORKING STRESS COMPARISON CALCULATIONS Fs 24 ksi hit 28.68 OK Fb 833.33333 psi rho 0.0029 Fa 341 psi k 0.2564 Mm 6033 it -# / 32" j 0.9145 Ms 3873 11-11/ 32" COMBINED BENDING AND AXIAL (transverse loads plf of wall) Axial Load 3189 lbs / 32" Moment 5290 R -# / 32" All. P 47610 lbs / 32" All. Mom 3873 R -# / 32" fa/Fa 0.067 m/Ma 1.366 unity equation 1.433 20 LINE A A ALIGNMENT PIT LOAD CASE (2) 0.75(1.4D +1.7L +1.87E) assumed deflection actual Allowable inches inches inches service 0.77 0.77 1.93 ultimate 0.96 0.96 ,ll:.fis,t Mu 6055 Il -# / 32" n wall mid - height phiMn 9111 1141 / 32" under axial & flexure OK phi Mn 8128 ft -# / 32" as flexural member only Insp 7 yes yes or no elf height 23.00 feet LOAD CASE (3) 0.75(1.4D +1.7L +1.7W) assumed deflection actual Allowable t i inches inches inches service 0.77 0.77 1.93 ultimate 1.33 1.33 .;.r Mu 7116 114 / 32" © wall mid - height phiMn 9111 f14 / 32" under axial & flexure OK phi Mn 8128 114 / 32" as flexural member only Insp 7 yes yes or no i 1 eft' height 23.00 feet LOAD CASE (4) 0.9D +1.43E assumed deflection actual Allowable i service inches 0.77 inches inches 0.77 1.97 ultimate 1.00 1.00 *MEW Mu 6140 4•# / 32" n wall mid-height phiMn 8971 114 / 32" under axial & flexure OK phi Mn 8128 f1 4 / 32" as flexural member only Insp ? yes yes or no eff height 23.00 feet LOAD CASE (5) 0.9D +1.3W assumed deflection actual Allowable inches inches inches service 0.77 0.77 1.93 ultimate 1.38 1.38 MAMA Mu 7206 ft -# / 32" © wall mid - height phiMn 8971 it -# / 32" under axial & flexure OK phi Mn 8128 fl•# / 32" as flexural member only Insp 7 yes yes or no eff height 23.00 feet 1 ' z I f h 1 O0r:1 Anders0n - Peytori Jon SHEET OF ❑O❑ Structural Engineering Consultants � J J J A Division nrACP Consonants, Inc. DESIGNED DATE n -' (j `-1 �j PROJECT 41Gt A CHECKED DATE j 1; I ! ! � I �..i..; : ,; ; i 1 t- ? i_, i i : ! j -;, j , ' 1 .. • it ! ,t ii1 j 1 1I I { 1 ." l� • . I • • ' i ! I 1 : I i s I 1 , ,' I 1 '{ 1 1 ? 1, 1 , ' ', ; . ; ,' • ; :, : 1 ',... ' i 1 0,1 ! IPAI.1.1 ii. 6 : kfil . . 1 ' i. ; ;I: ;- I l• r 3I620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941 -9929 Fax: (206) 941 -9939 Seattle / Iiastside (206) 292 -0940 t' • • • OOOAiide1 son - Peyton JOB II SHEET OF 000 Structural Engineering CottsttltatttS 000 A Division of ACI' C(nsulhmis, Inc, DESIGNED DATE 1 i ' /'5 1 PROJECT �t)KLA.)U CHECKED DATE i i 1 1. 1 1- i i i j . I r, i.. i ( - )]iarG; c ' . i2� . . $ •- f. � ' �' , 1 ' 15 0.5 i ' 4 ( 1f 1: ' ., ... . _ I - ( I . I - _, , I : , x ;; -, 'i : 1- . �2 ,, i -{ 1 I - ice . I . 1 y i i ' r : ,,„! :I H, 1,,,,li I 1 . . 1, , . . f i � ; i •' ; l . r . j.. i . 1 ...+.. { i . i ' . 1 1 . I :1-1— ' .. . . 1 .. t ._ j I_ . • ' I � I �, I f i r I } � i .(. . I I K l J ! 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SHEAR WALLS PROJECT NAME: LES SCHWAB TUKWILA SHEET OF 1', PROJECT NUMBER: ∎ ``" ANDERSON - PEYTON DATE: 11/14/95 ■ STRUCTURAL ENGINEERING CONSULTANTS DESIGN BY: SRL 1 1 MASONRY SHEAR WALL DESIGN (WORKING STRESS) • This Spreadsheet is for one story shear wall lines receiving given line loads from flexible diaphragms. The line loads arc distributed to the masonry shear walls according to the relative rigidities along the given line. 1 Description LINE A 1 Total Linc Force 6.38 KIPS Special Inspection YES (ycs or no) 1 Fm 2500 PSI Fs (shear) 20 KSI Fs (flex) 24 KSI Force Moment Fv Fixed / From From Total Total Acff/ fv w/o rcinf clement length height width Cant. Fi Above Above Force Moment MNd Agross psi psi I X 7.67 21.00 9.63 C 0,21 0,21 4.34 3.42 0.61 0.72 35.00 l 2 X 2.67 22.00 9.63 C 0,01 0.01 0.18 10,30 0.61 0.08 35.00 3 X 32.33 21.00 9.63 C 6.13 6.13 128.75 0.81 0.61 5.05 47.52 4 X 3 33 17.00 9.63 C 0.03 0,03 0.58 6.38 0.61 0.27 35.00 5 1 6 7 8 9 I _. 10 11 12 13 I 14 15 16 1 6.38 HORIZ V all Vail / Vi Fv REINP spcng bMcd on bard on clement As d Mc Ms M w/ rcinf. steel carrying steel carrying all the shear all tho shear k - k i clemcn si in ^2 inches ki s ki ,s 1 75.0 0.4 48 12.27 59.4 0.2 73.6 156.8 28.6 4.3 6.6 2 75.0 0.4 48 4.27 517.7 0.2 25.6 31 9.8 0.2 53.7 3 79.7 0.4 48 51.73 8.4 0.4 310.4 1964.6 243.1 128.7 1.9 4 75.0 0.4 48 5.33 156.3 0.2 32.0 43.1 12.2 0.6 21.1 Page 1 • • C100Anderson - Peyton ion SHEET. OF . 1JO0 Structural Engineering Consultants C]Orl A Division ofACI'Constiluwls,Inc. DESIGNED DATE PROJECT f i,KViti,c,l4 CHECKED DATE • lI • i,�i► ` ! : ; i , ... L I t, .,. i U , 7I.. a S ',• , !, 1 I I I 1 1 j 1, — 1 . i . ' 1 , I '''f'—'—'—'1-7-1-1--7•— i I j , k.' 1, 1 I 1 I 1 I,{ ! • I 1, w s '. I .; i , i ,.. i . r i . 1 1 ' -1'' , II I I I • • 1 I ,, , I • I, ,. I i , t i 1 i , • I • 1 ' f R 1 i` f 1 .! I . • { F ■ t • , I , • f . .. Go R • . . . ; • ! , L (Z) POW 4, 4 & ° 5 d rh ' i � ©r .. 'I! , { �- ,! X2 5 • - . , CfAl 0 . k1 ;7•• 'o : c.; l. ' f —7-7 n . I i 1 . 'i ''. ; ! '•;• i 1 . I . I ! —■ i l , .: ' • ' • '' • N 4A• 1 ; , • ` ' i '1 1 i y,�, } I ■ � � � 1 1 ! • ; , • . 1 ! i . I : - -i 4-1 I , . -1: I 1 I I I I 044,10 ,- I , i I . '; • .. ,.. .. ... � . - ...:....,..__ ...1....1 ., f .._ t -- .. .... r ,... 3 ..., _ —_� . � .._ ... «.1._.L- .., � . ».t. ..a.» «1..- i i . . 1 .. •.. . +$w/w1111■w•11•11tA 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941 -9929 Fax: (206) 941-9939 Seattle / Eastside (206) 292 -0940 ,,, i ... ,.. .,... .. .. ...............s; �. ... >..... ..r.. _. v..r �.v -.. ,. .. rno ., t. ..t k ' . > 'r ✓r•�::; 2., + °U �^ "t* z'. k•4'h7; Z 7 SHEAR WALLS PROJECT NAME: LES SCHWAB TUKWILA SHEET OF PROJECT NUMBER: ANDERSON - PEYTON DATE: 11/10/95 STRUCTURAL ENGINEERING CONSULTANTS DESIGN BY: SRL I MASONRY SHEAR WALL DESIGN (WORKING STRESS) This Spreadsheet is for one story shear wall lines receiving given line loads from flexible diaphragms. The line loads arc distributed to the masonry shear walls according to the relative rigidities along the given line. Description LINE B Total Line Force 15.3 KIPS Special Inspection YES (yes or no) F'm 2500 PSI Fs (shear) 20 KS1 Fs (flex) 24 KS1 Force Moment Fv Fixed / From From Total Total AeflY fv w/o rcinf clement length height width Cant. Fi Above Above Force Moment M/Vd Agross psi psi I X 10.50 22.50 9,63 C 14.40 14.40 323.90 2.68 0.71 31.35 35.00 2 X 4.00 22.50 9.63 C 0.90 0,90 20,35 7.03 0.71 5.17 35,00 • 1 I 15.30 FIORIZ V all Vail / Vi Fv IU3INF spcng bocci on baud on element As d Mc Ms M w/ reinf, peel carrying elect carrying all the ch eat ail the cheat k - k -ft denim psi in ^2 inches kips kips I 75.0 0.4 48 16,80 1.2 1.76 100,8 664.6 329,9 323,9 1.0 2 75.0 0.4 48 6.40 7.1 0.3 38.4 69 21.9 20,3 1,1 Page 1 t ,.� «. ,,.. �.; uv :• 4 . 1. .. la lC. 'R Ri+ /^^ ?uY;.u� f2 SHEAR WALLS PROJECT NAME: LES SCHWAB TUKWILA SHEET OF PROJECT NUMBER: ANDERSON - PEYTON DATE: 11/14/95 STRUCTURAL ENGINEERING CONSULTANTS DESIGN BY: SRL i MASONRY SHEAR WALL DESIGN (WORKING STRESS) This Spreadsheet is for one story shear wall lines receiving given line loads from flexible diaphragms. The line loads arc distributed to the masonry shear walls according to the relative rigidities along the given line. Description LINE C Total Line Force 32.4 KIPS Special Inspection YES (yes or no) F'm 2500 PSI Fs (shear) 20 KSI Fs (flex) 24 KSI Force Moment Fv Fixed / From From Total Total Acff/ fv w/o rcinf clement length height width Cant. Fi Above Above Force Moment MNd Agross psi psi I X 17.00 21.00 9.63 C 20.52 20,52 431.02 1.54 0.61 32.13 35,00 2 X 6.00 23.00 9.63 C 0.97 0.97 22,42 4.79 0.61 4.32 35.00 3 X 4.17 22,00 9.63 C 0.38 0.38 8.40 6.60 0.61 2.44 35,00 4 X 8.33 20.00 9.63 C 3.69 3.69 73.79 3.00 0.61 11.79 35.00 5 X 8.00 16.00 9.63 C 6.07 6.07 97.19 2.50 0.61 20.21 35.00 6 X 3.33 14.00 9.63 C 0.74 0.74 10.43 5,26 0.61 5.95 35.00 7 8 9 10 11 12 13 14 15 16 t 32.39 11ORIZ V all Vall / VI Fv RI3INF spcng based on based on clement As d Mc Ms M w/ rcinf. steel carrying steel carrying all the sheor all the shear k - k -It cicmen psi in 4 2 inches kips kips 1 75.0 0.4 48 27.20 1.3 1.40 163.2 1291,1 4333 431.0 1.0 2 75.0 0,4 48 9.60 9.8 0.31 57.6 131 34.2 22.4 1.5 3 75.0 0.4 48 6.67 17.5 0.20 40.0 61.1 15.4 8.4 1.8 4 75.0 0,4 48 13.33 3.6 0.62 80,0 296.6 943 73.8 1.3 5 75.0 0,4 48 12.80 2.1 0.70 76.8 293.5 101.9 97.2 1.0 6 75.0 0.4 48 5.33 7.2 0.2 32.0 43,1 12.2 10.4 1.2 Page 1 • 1 SHEAR WALLS PROJECT NAME: LES SCHWAB TUKWILA SHEET OF PROJECT NUMBER: ANDERSON - PEYTON DATE: 11/14/95 STRUCTURAL ENGINEERING CONSULTANTS DESIGN BY: SRL MASONRY SHEAR WALL DESIGN (WORKING STRESS) I This Spreadsheet is for one story shear wall lints receiving given line loads from flexible diaphragms. The line loads are distributed to the masonry shear walls according to the relative rigidities along the given line. i j Description LINE D Total Line Force 11.7 KIPS Special Inspection YES (yes or no) I Pm 2500 PSI Fs (shear) 20 KSI Fs (flex) 24 KSI Force Moment Fv I Fixed / From From Total Total AclT/ fv w/o rcinf element length height width Cant. Fi Above Above Force Moment MNd Agross psi psi I X 4.00 21.00 9.63 C 0.73 0.73 15.42 6.56 0.61 4,89 35.00 2 X 10.00 23.00 9.63 C 7.86 7.86 180.74 2.88 0.61 20,91 35,00 1 3 X 4.00 22.00 9.63 C 0.64 0,64 14.09 6.88 0.61 4.26 35,00 4 X 4.00 20.00 9.63 C 0.85 0,85 16.96 6.25 0,61 5.64 35,00 5 X 4.00 16.00 9.63 C 1.63 1.63 26.07 5.00 0.61 10.84 35.00 I 7 8 9 I - lI 12 13 I 14 15 16 I 11.71 HORIZ V all Vail / VI Fv REINF spcng based on basal on clement As d Mc Ms M w/ rcinf. swat carrying elect carrying all the shear all the cheer k - k - cicmcn psi inA2 inches kips kips 1 75,0 0.4 48 6.40 8.7 0.31 38.4 69.6 22.6 15.4 1.5 I 2 75.0 0.4 48 16.00 2.0 1.00 96.0 486 181.3 180.7 1.0 3 75.0 0.4 48 6.40 10.0 0.20 38.4 57.4 14.7 14,1 1.0 4 75.0 0.4 48 6.40 7.5 0.31 38.4 69.6 22.6 17.0 1.3 5 75.0 0.4 48 6.40 3.9 0.62 38.4 93.4 44.4 26,1 1.7 6 l Page 1 , - ..'.. .. ...... n .. ..,. ..,n. ;.. r•1 , .. .. n , .. .. . -. ,.r , .. }.':. r,h_w; y».F t... ..... l/. .. .. :i Ftf : i; +.. .4..., .. ,. $ 1���`iY`.. • 30 OEI Anderson - Peytoii JOB fl SHEET OF ❑OfJ Structural Engineering Consultants EiOc3 A Division ofACP Consultants, Inc. 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I. i . i i, , 1 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941-9929 Fax: (206) 941-9939 Seattle / Eastside (206) 292-0940 • • .. . :.. ............... . .,...,...... _. � ,w..n.,,,.,r.o.a n: , � :,�. � .,....,.,:.>•;;., ......�,�. ,...: , ;.,.,�, . � ., -. v,..,. , +rtw�ry er -��, 7 ,., .,. w . , , � . r , '4 r � ,- � -,- ., .. ✓: wa tis4� :sr a YY 4�h'f '4Y,d.i: }Y:., +iA`PQfp -m. i 1 I SHEAR WALLS PROJECT NAME: LES SCHWAB TUKWILA SHEET OF PROJECT NUMBER: ANDERSON - PEYTON DATE: 11/11/95 STRUCTURAL ENGINEERING CONSULTANTS DESIGN BY: SRL I MASONRY SHEAR WALL DESIGN (WORKING STRESS) I This Spreadsheet is for one story shear wall lines receiving given line loads from flexible diaphragms. The lino loads arc distributed to the masonry shcnr walls according to the relative rigidities along the given line. I Description LINE 1 and 2 @ Rw=3 Total Line Force 30,3 KIPS Special Inspection YES (yes or no) rm 2500 PSI . I Fs (shear) 20 KSI Fs (flex) 24 KSI Force Moment Fv Fixed / From From Total Total ActS/ fv w/o rcinf clement length height width Cant, Fi Above Above Force Moment M/Vd Agross psi psi 1 X 4.67 16,01) 9.63 C 4,46 4.46 71.34 4.28 1.00 15.50 35.00 2 X 2.67 16.00 9.63 C 0.87 0.87 13.89 7.49 1.00 5.28 35,00 3 X 2.67 16.00. 9.63 C 0,87 0.87 13.89 7.49 1.00 5.28 35.00 I 4 X 2.67 16.00 9.63 C 0,87 0.87 13.89 7.49 1.00 5.28 35.00 S X 2.67 16.110 9.63 C 0.87 0.87 13.89 7.49 1.00 5.28 35.00 6 X 2.67 16.011 9.63 C 0,87 0,87 13.89 7.49 1.00 5.28 35.00 7 X 2.67 16.011 9.63 C 0.87 0.87 13.89 7.49 1.00 5.28 35.00 8 X 2.67 16.00 9.63 C 0.87 0.87 13.89 7.49 1.00 5.28 35,00 9 X 2.67 16.00 9.63 C 0.87 0.87 13.89 7.49 1.00 5.28 35.00 1 0 X 4.67 16.00 9.63 C 4.46 4.46 71.34 4.28 1.00 15.50 35.00 11 X 4.67 15.17 9.63 C 5.20 5,20 78.85 4.06 1.00 18.07 35.00 t 12 X 2.67 15.17 9.63 C 1.02 1.02 15.43 7.10 1.00 6.18 35.00 13 X 2.67 15.17 9.63 C 1.02 1.02 15.43 7.10 1.00 6.18 35.00 14 X 2.67 15.17 9.63 C 1.02 1.02 15.43 7.10 1.00 6.18 35.00 15 X 2.67 15.17 9,63 C 1.02 1.02 15.43 7.10 1.00 6.18 35.00 16 X 4.67 15.17 9.63 C 5.20 5.20 78.85 4.06 1.00 18.07 35,00 I 30.33 I 1 IOIIIZ V all Vail / Vi Fv ItEINF speng based on based on clement As d Me Ms M w/ rcinf, steel cnny)ng steel canying a01ho sheer ell the shear k•P. loft clement psi in ^2 inches ki ps kips 1 75.0 0.4 48 7.47 1.7 0.88 44.8 137.9 73.1 71.3 1.0 I 2 75.0 0.4 48 4.27 4.9 0.4 25.6 41 19.1 13.9 1.4 3 75.0 0.4 48 4.27 4.9 0.4 25.6 41.0 19.1 13.9 1.4 4 75.0 0,4 48 4.27 4.9 0.4 25.6 41.0 19.1 13.9 1.4 5 75.0 0.4 48 4.27 4.9 0.4 25.6 41.0 19.1 13.9 1.4 I 6 75.0 0.4 48 4,27 4.9 0.4 25.6 41.0 19.1 13.9 1.4 7 75.0 U.4 48 4.27 4.9 0.4 25.6 41.0 19.1 13.9 1.4 8 '75.0 0.4 48 4.27 • 4.92 0.4 25.6 41.0 19.1 13,9 1.4 9 75.0 0.4 48 4.27 4.92 0.4 25.6 41.0 19.1 13.9 1.4 10 75.0 0.4 48 7.47 1.68 0.88 44.8 137.9 73.1 71,3 1.0 I 11 '75.0 0.4 48 7.47 1.44 1 44.8 145.1 82.7 78.9 1.0 12 75.0 0.4 48 4.27 4.20 0.4 25.6 41.0 19.1 15.4 1.2 13 75.0 0.4 48 4.27 4.20 0.4 25.6 41.0 19.1 15.4 1.2 14 '75.0 0.4 48 4,27 4.20 0.4 25.6 41.0 19.1 15,4 1.2 1 15 75.0 0.4 48 4,27 4.20 0.4 25.6 41,0 19.1 15.4 1.2 16 '75.0 0.4 48 7.47 1.44 1 ' 44.8 145.1 82,7 78.9 1.0 S Page 1 ti • 000 A li d e r s o lz - Peyton JOB II SHEET__ OF 00 ❑ Structural Engineering Consultants C31730 A Division of ACP' Consultants, Mc, DESIGNED DATE PROJECT CHECKED _ DATE . , - , I 1 I , , • 8 , ; 8.--1-1-1 ; - - - , ; !. 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T00451415 33 NORTH. RANGE 4 w05 WOW( - EAST. WIT, AND 05 GOVERNMENT LOT 1 IN 6ECT CN 36, /GUNSHIP 2 NORTH. RANGE 4 AI.. SITE PLAN AND DETAILS � Q '\ NF1l 3HE ITEMS OUTLINED 9ELPU ARE NOT INTENDED TO BE AN EXHAUSTIVE ANAL 4 515 OF ALT. CONTACT ERRS n toes- n. EAST W. DESCRIBED As FOLLOWS . A2 FLOOR PLAN AND NOTES }(' P055 BLE AREAS OF CONCERN OR C019.10 010 R4 HER TO SERVE AS A EE GINNING FONT O E TS U IGENNG COMMONLY C/. 45100110 AREAS IN THE CONSTRICTION FRO.E55. H A Se S NCIM1G AT THE INTERSECTION OF 'E NORTH MARGIN OF SOUTH 160TH STREET I RE 5IEW TJ 5 M4NUF4CRER PRODUCT 5ITERATURE AND GENERAL NOTES FOR INS-WALLA-HON TACOMA L4 2 399 A As CO CONVEYED TO THE CDT OF TIJEWILA B. IMPLEMENTS RECORDED UNDER RECORDING A3 FLOOR PLAN SCHEDULES AND DETAILS INSTRUCTIONS UNIQUE TO THE PROJECT CONSTRICTION TYPE 0E 554 4 :0.1 NG. 63 AND 6315303 AND THE UEST 545 CO UNDER MARGIN CF THE JAMES UNDER ON Ft04046 CONVE eD TO K.G CCUNTT BT 1NTRIMENT RECORDED RECORDING A4 CABINET AND SHELVING DETAILS A IT eAc EGUIF'IENT AND T, CUCTI,G CONSTRUCTION FE. a o. 153556 AND s SHdJN ON A RECORD OF'5IRVET RECORDED UNDER RECORD IT, AS ROOF PLAN AND DETAILS 6 RECESSED AND SEM - RECE55ED LIGHTING 9301m4^ 8 C. ALL EXHAUST FANS AND DUCTING O«uPM_1 T RE s.3 , n THENCE NORTH 68'45'41" WEST. 456149 FEET 41GYa SAID MARGIN TO THE TRUE POINT 01 A6 BUILDING SECTIONS m D. RECEPTACLE BOXED TIE. Tv..1E E e_ELT. 5145 1EG5NIWi, .._ E EEP'ILT -IN OR RECESSED E 01J+ 4SSIM NT WHICH 04 TAT PEETR HE INTEGRT THENCE NORTH 01143 EAST FEET, A68 SECTIONS AND DETAILS 0 4 IO •' OF 4 RATED FLOOR'LE L.NDi OR WALL L A55EMBLl 4,6 On THENCE NORTH 66454 " WEST 1 020 FEET. GEST RE .415 LOCGL JURISDICTION REOJ'Rfnfn'TS FOR COMPLETE COMPLETE INSTALLATIONS NS a .H IE f DT D 500465 50 FT ACRES THENCE 401 NOR VOR 2 5 2m 33ST '11463 1593 63 FEET - Al EXTERIOR ELEVATIONS AND DETAILS Yn ' THENCE FEET: FOL THENCE NORM 15 5 l 684531 WE 1 51 FEET. A8 DETAILS DWEDIRN AREt 3210 5G. 15 -T. THENCE SOUTH 01 4'" ST 26LI6 FEET TO A POINT-104-4 CURVE ON SAID NORTH A. FIRE SPRINKLER SYSTEM MARGIN TILE RADIUS POINT OF WFIICH BEARS NORM! 26"5651" EAST. A GENERAL NOTES E. MANUAL 1 AU ▪ FIRE ALAR"I 5T n 5TE AS REQUIRED F {R V 045 4RE4 Ex ST NG THENCE 45111 4N SOUTHEASTERLY ALONG BAID MARGIN ALONG TILE ARC 4F A CURVE C . RE Ex Inou SHOP 11T1 SIZE 2E 1 AND LOCATION 5 1 : w 2 T , . . $O Pr TO THE NORTHEAST A N G A 414 S OE 243:6 FEET 714101714101..G14 714101..G14 , 4 CENTRAL 3141 4 H;LE E l POWER PLAN e F 3 COORDINATE Wilk THE 454 FOLLOWING UTILITIES AND COMPLY 5135 LOCH_ JU5SDIC710441 EL LON :540 SO. FT OF 25 145 • 44 510 ARC MARGIN OF 4 FEET - HENCE ALONG SAID MARGN SOl H 51'5 51 n261 x6' EAST z 141 IN FEET E2 LIGHTING PLAN REOUIREnEN15 FIN, J ° 5O FT THENCE ALONG SAID MARGIN SOUTH 80 '45'41 EAST. F E E T THE ME Fowl E3 ELECTRICAL DETAILS 5 TELEPHONE O Ee so 5F Or BEGINNING. C CABLE T P 43 D. FOI,ER UTIOO 1I T REOUIREMENT•E4SIMENTS'. F4eFNG 54031550 3 D2 SC FT 0 3305 STALLS PI PIPING PLAN F. E TRASH SERVICE . F Thinz 10kffifb®® Mateo a P2 PLUMBING DETAILS AND SCHEDULES . 4E¢UT D.1 1'u pepV DEC 4,4.4 4 THE FOLLOWING ITEMS SHALL BE B1DDER DESIGN SYSTEM 15(1 CON SHALL RED <NO 4RE4 REDIRECT C T - 1 0 0 0 . 5501 SOFT MI MECHANICAL PLAN opi PRO IDEA COMPLETE 51 STEM TO THE ODDER AND W DING DEPAR IREAT W4 LH INSULATION NOTES PROVIDED DT . BUILDING 51 'STEMS RM, NORTHWEST 00'151.1E5 WITH ALL JURISDICTIONAL REOJIREMENTa ECC_Wi 4,4 FRO4DEC ,_ ., . OFT L 112 SW STREET. 5E1TE D M2 MECHANICAL DETAILS AND SCHEDULES g REDMOND, OREGON 91156 B WILDING AND RITE ELECTRLAL FREE 5TAND43 eIGN _ HRCNiNiE Tu peE AFT. PER 11548 -0115 e , SIFTED - w B E SEE s AT OJ SHEET 4 R LI LANDSCAPING PLAN AND DETAILS E C FL' BIND 5 • EIRRIGATION 616re yAU A 3m EBF ROOF Rah L2 IRRIGATION PLAN E FIRE DRRIVK 51 5TEM 3360 1 o CC E ALLO:IED. ( 1 E FIRE AWARD 5T5TEn s.GN _RE4 V C_� 46 a.. F Ft Y". FT WALL PERLITE FILLED CELLS NCN.GRGITED 50 STRUCTURAL NOTES q ,4,,,,,,,,,,,,, R SI FOUNDATION PLAN AND NOTES 0 5 VFR °`AL GLA21NG u. m,m MAx. 52 ROOF AND UPPER FLOOR FRAMING PLANS rj Ad Q 0 54015 UDW 0 . 6 0066 53 FOUNDATION DETAILS �j ' 6 54 ALIGNMENT PIT DETAILS BEeA9A"eFOnrt 149 55 TYPICAL CMU DETAILS VS � p NIEGNANIGAL 0F" ID 59 FRAMING DETAILS to ELEGTPIGAL c 91 FRAMING DETAILS IQPLUMBN SS FRAMING AND MISC. DETAILS ion GAS PIPING Ab�➢' &d0s1Q0 ®�s ° I f ° GM( I GI JN EN % I i ° — 6L�. Va��a�, � a CI.. DEMOLITION AND PRELOAD PL 4L • _. _ G2 PRELOAD DETAILS a s, etTLOLC, F EEC, 6 ' , G ,,,, °m' C3 PAVING, GRADING AND DRAINAGE PLAN R m K C4 UTILITY PLAN w ° 1 i g REF FLFR "'PSTF° 10 , f — C5 DETAILS a o E SP TV . EA EACH Ex 1145,51, UN . s M,TF_ C5055 EE 1 • fllf ('OPY - FL 55E M _E - -- , w �A.. • 4551. 55005 N 1 . , Glpp R�V 5 5 5 505 P5E5SURE p0 IS ill G.e 6 50550 5 ` T� K / 44, 1 M AV 1\ 996 � � ' +I 6 aM�os .0,5 q 0II d WA nu , s ru ?Di A n 0 A n - - , - RECEIVPJ MAR 1 a � 6ae inl (C4 , � .. • fi • • 1 _ = n , I ,� yy INSTALLER .60 ( N Uff f WA m II /WALLEO BT 01GN • �f i f f l bm SO PL PER OE OI C—� • • ` t 3 6'.1" Y. b'0'0?PNDPRD 91EEL 0 may 1 l 6 INSTALLER/ - '�_ C_ a PIPE BY SRN - }% ?FOR COLOR 0EE OWNER SPECS k TYR> - BEE BLNECJLE i (: 3 BAB' V PE FOR P GN I SIZE ( BY 5I P — s PLANTER � dLLER J.YiN TYPICAL _ STEEL CIXLARO i EP Q $ R ff S5I�b,y��µ.w+� 1�bED � f d(ttPILALI FORE T EE'B EE9 LNQDJLE � HQVE G WO 1 � B CAE]B ° vfLlp Ate', FOR PIKE 91E AND LENGTH 1. Q NB.) 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RATING vEFLY LOCATIONS wT4 FIRE DEPARTMENT. 5 'u1l ���� c c o N V A99 j TH 0 ( �� hA oN ,� o N UPPER FLOOR PLAN oo a i i (� TI � D/L /� m � 9 n 1 ��1(gal) ww7 - rmmn nrm " IA tr bikA*(m/D*R. A r.nllnit ntnnr�a anti RDlla nnninrx 0\'9 "T ' 1 • 12100M 31INIIBIHI OCCIIIIIEDD IJILIE IIDOOIR OCCE IIDBJII -- 3.x OR FpeE CF CnJ OM &I MAIM . • P.MRY£ RA K flKE M F G I81 EOM 6 MHr N a' ALWCMRAN TILE PER FL LAN SHEEE A2 ( i n 5,...„,, B el'-m 41Y ANODIZE )[) � DEiE %ECL G P dr MO EXTERIOR EANB DO BL! A GL �� OM WRIX11 N G U N SEALANr5 ANA 7/ ri -_ . Am-mum FRAME 24 It 310 N K G G - O aJLKNG ARO.1NU REFmAL BREAK .6. N PERIMETER CP r - "- p FRAME NJDcALEmEROR , 202 015 CVNSE u - - G d N 63.E FLCOI1 FLAN FOR LCLLEREO CEIL IYa L0.'AiICNS 3O 30' 34 B 955. BIFG1 rIIgLT METAL FWVACY HA ®WAFEIFEYER X55'50553. 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' 9 - ECG MA MANAMA AD.FOLLM OREGON CRAPE 29' HLT 2 _ ARR ' •\ w` � - 4RR MAO NNWJA TORT/( lA LOAPAOTA 1LFPAGT OREGON CRAPE b' SFR ~ PG PNK 011/08 SHORE PPE e' HST • � W � y _k N ALAI ^ Pw INRU54AL E VAN4 GWJTIG.EFR CHNNIKLEER PEAR r 041-. a ^cc gi p \ ( 0, / - " PLO PRISMS LALROIFSA`NS'OTTO LUYREN' OTTO LUSINN LAUREL G' IAST 4 ���DDD% _r \ ., I - A� 4) PAM PANH M XO MNa DWARF 14.160 PPE b SPR. NOT SH261(0 • ` >I 6 - KG \ 6 - PRM �' NAA RD mu t ", k •LRLN O4 1840045 OAPMGDES RMOOO 19' S1R. — . 1 1 > , q � D_N-0 1>� 97 e>/ 0 ) PLO 4 401 VP VINRNM 040104 OAV0 VIBURNUM B' SPR. aaaaQa L AW 6 al ) -DMA \` cps N 2 40 ' OF PAVING PLANS FOR ALL SPE ELE 0 . �f .Y � (1 K 41,4 \ 4 RR s EAC 000051745 MARSHALL SEEDLESS ASH ,` woo. 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LOCATION - ASSURE SLp£5 010 STEEPER THAN 91 y TR PLANTING DETAIL ' I . 1 AM+ f � — + 2 - RPM — ' $ uN< O 0 PMA i0 TH5 LOCATION �� _L % I E%15TIYG TREES TO BE REMOVES eh 2 -1C4 � ».w4 T t' 4 �� oaTNS MARSHALL. a.. ASH o M oTwB ,IR K p rip. ~ A" L• NOTES A L UTES Aro M F-l6 2' AS NEE • 2( GCO TO AvOO c L OI CNN-KT Fl y aNLLMf2Mwwee ea P F r' pn 110. Ta M 4 w w p C/ xar+uFrla o - 't — , / � - • WORK NWLLDEZ N5TALLPG W2 DEEP BARK. MLCH LAYER GONTW0U5 � _ a N ALL NON TI.RF LPMSGA^E AREAS THROUGH CUT. q \ '� f ` r . SEE OTI NFLTGN WITH LAM5GAPE WORK SPECS-CATIONS 1 A U) { � . enArc 0 REGIMI(A. • A ISM _ _ ENCLOSURES. UILICS, ET41 OT1£R THAN PLPNTNG 0110 I+HJTS (WALKS PAVNG TRASH t - � _ - • READ N 4GNU, 0 LANJSGAP0 q 0 Tway lwp ` � .� np • BUNG ALL NNMFPANCES SUGGESTIONS, 44.C5TGN5 CHANGES AND P • 0 MANS) Y l L - M , NM �� +u� ...sot ;o:. wm h P4 1 F M 11111 M TO OWNER FOR RESOLUTION PRIOR FO WORK. 03 4 V1 I nea Ni.. M 9 RP ad -9 - VD • WORK N4LLDE5 NPORTN5 TOP5OL FOR TH5 WORK. 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APPROVED OS l . :r f L DALE GAMY 4As4vs \t,' f.�i I ES SCHWAB Cl£CTR SUREPV Vr C J - GM S� �...m...., WASHINGTON STATE JOIIPNEYM2NS LICENSE AELOI COWLS 0159J SALES COUNTER AREA � _ � �, � , �.w,T EE :TE 3 S T R U C T U R A L N O T E S I 32 STREWN o� A 1.0 G aAL �. ,t. ` ' a T1 REIKQYFIIFNT y p- tHESI. STRUCTURAL NOW SUPP THE SUPPLEMENT SPECIFICATIONS, Y I ES O PROVIDE M • VSLCN Ma IRNA. wE cHT CONCRETE w rH THE B. STEEL SHAPES AND PLATES SHALL BE ASTM A 3z. THE S P TTATxENGNEER. EC 5 PS E LL Gf L w add p _ WSW MERMAN, FOUND W WS SI)ALL E R I 0 BOLTS S s ALL LLC ASTn 32+ N BEARING TYPE (ALL STEEL TO D LE SPECIFIED, FURNE ED BY H No NUFACTURER INTERSECTIONS AND CORNERS NORIZOVEAL - TOP 6 RAprT hF S B THESE NOTEE AND THE SITE § � THE ARC/PIECE WHO MIALL CORRLCT NCH BE A • RELATED AND Es PA WRITING ANY <Y DONE THECA IN Rs, PPP irATiCry nSLUMP" METAL. ON AL MISCELLANEOUS STEEL AND HARDWARE WING ST ccn SIDING mu (OR MT RES. OMER RE TRUSS HM)FN uR _ b oa LL ECHO SEAMS OF SLICH UN) RPTO (INCHES) EW OW N UNHEATED PORTION c BUILDING SETBACKS, EEa3 LNE AN BLARING r M S THI THE SHALL BE INTERRUPTED AT CONTRACTOR MOLL VERIFY RO NA we oi,CfL LR VERIFY PL LS DRAWINGS AMONG Au MOP 5r R L BE 4AL 25 FA D ARE A5 A OP PRIOR TO FABRICATION __ _ __ FPBRUFOI MIRING CONTRACTOR CR ALL BRACING ATI MR ARE SURFACE ALL f - AP BAR DIAMETERS C. AND :SHORING MIRING unSTRUCr O, ( rro.,NG� 2hW �. 50 a L�R SURFACES BE SHOP PANTED AFTER TRUSSES LL E DE56x EE i0R THE SPANS AND L3 CONDITIONS Y1 2, CONFORMANCE \ p7 px E P: n - u SHALL N TU RER' S A U IF Lx G 1 ALL ME IA fA9 AT ION S 1 p 7 MANUFACTURER'S F NER TH S 0 LF \ ` 04 4 ) - COMM. TO ASRI A BUJ, U - INDICATED INCHES PST 2i BAR V EGU Lpw r E NrS MINI . AMENDED COPING NA LL GR 9 r( AT THE " OR APPROVAL BE T HE CF NNE FINES E LL CONFORM. TO AIM STANDARD f N T D f STRUCTURAL ENGINEER 5 (REVISED u6HOTE3 rRPCT CC. ALTERED PRIOR TOWRITTE 79 TIES MW MY3l'tll g Yg2. P ■ SC CM. AND ) A D MOWER OF RECORD DESIGNING DIE 5 TM1 PER E MEW) S THE PROF, ADDITION OF A DESIGN pI1}AIA Ba AWEN L ENDED AND r E RATIO e NW INCREASED FS TORO (FV • 3 G is ): GRADE B (FV 35 STRENGTH AS SWAN OR ) OR AS'n A001-73 6A LM8@IIIfY NWFVA A -377 N4 LEAS COATED EQUIVALENT J REDS W R. ANT r -PER. E. 1 1986 EDITION AND A BOLTS SHALL BE A vt al cAl LOAM 1 x MASTER BUILDERS, INC. OR APPROVED EARL B. BY B HASHERS NOEL BE MALLEABLE RP: WASUERSYMIw) T.A g1 JOINTS MIA. CONTA WELDED-WEE FAWN PEP SECTION NEN 1 LIVE LOADS OR TIBER-NM 1r le REM IN OLE OPINION, VEPTICAL CONTROL TO USE ME Of - 111X To ASSIST IN PREVENTING vRCU - 6 . 1 R H MIRY CANADIAN MMNUFACTURER IOW Ae A ND CONTROL EXIT FACILITIES loo WE VARIABLE - 3- 13 LOIN s E or err 3 . 4 E xA vDUFAB nNrry y1_ FOR BE P - STUD GRADE V v'I OR STUDS COMMA WIRE MIL P NA L ` e BE MADE ANDARD OR BETTER SPONN d. DIE E / D Bun ESPECIALLY -E NE a a eg [SAMOA FRAMING LUMBER 5lA OR O T ALL BE KILN BMW ([D) W CO1rCN cr 1 / Q JOINTS W57NRY MO tO E1E CR SURFACE e LATERAL LATERAL P H R t ) CE S O LUMBER 111F . COMM C 1fl4 0 PB•E NP L T 5 MORTAR NTS BE HlW KAThR 4 OF sT OP L rv LOADS 2 R DIAPHRAGM TES ME APPROVED PM WINO AND y3 MNTWAL - f6TEM , RIMER E AGGREGATES Cl AG 301 DINER BUREAU s SHALL B E A5 MEIN \ Re F E OR Art AL STRUCTURAL SRN J { TRANSMITTED BY / MARE OR ALLOW WV. INCREASE IN SEISMIC FORCES LATERAL BE 3. SLAG PECIFICATION. S XXII PLATf3 SEE NAT c AL DESIGN / BONDED AL THE YNR / TO A TNF FULL AE PS IF IT - MOIR BELOW RS m ' ARE SP _ _ TO NE wT APPROVAL. 5 REWIRED FOR USE OF THE AP v Mal ED 0EA THREE WE INCH TOWNRY AND SWING FR fT W D uG D^ T CONFORM l0 45i7 sU PIPE � TYPE x �THEN 3P AT 6 AiCl B AND CONNECTORS STALL SE S nPtc TEC0 BOVMAN, a \, RESISTED EARTH MALL : L AE NANTSAG OR OT ER AFFIRMED TO BE CLEAN AND POTABLE OR h4AT 2 OC 5.0 SPECIAL INSPECTIONS ---- - - - - -- �ssrED BY THE DEAD L.anSA4 E RufYORE B WATER ( N NEOGED 350 WE ROW I APPROVAL RE P BASIC WINO SPEED = 10 " C COARSE AND FLUE AGGREGATES TO amaze r0 ASTn -C33 E PROT� ECN MRDWARE IXPO5tD TO WEATHER OR TO VIED OR IN -_- WIND m -FIR 6 PORTION CT BUILDING SHALL BE GALVANIZED 5PEaAL INSPECTIONS SHALT CONFORM. O SeC HCN iIX 9A MATERIALS 3 f R GRADE " CRAFTER N AND ARE REHIRED W - AND 2 SES BC • DOUGLAS FR 6d NNOI WRUNG LTA RM WC TAW Nb� Z•• r�Rw.am Q za c & M HM @ HEM FR 14 POOR COLTS 3 n _ REDUCING enreerwen MUST CONFORM TO rvN DEW LO AL/ a 3TRLe �� THE INCORPORATED MANUFACTURER'S ERE IN T N N CONTA T WITS CONCRETE PER Dec orce. e0e 6 ALL FOUNDDA ON PLAT s w SILLS HALL a N Tee r ACCORDANCE WIN ALL MOSED MATERIALS or 13 SOIL DATA 91 1115/1995 G OLVIWGL REPORT BY GEOO INEMS) ) H T PRODUCE PLOWABLE MAX DE P f55ME TREATED (SEE SECTION 7. ). BE BY. TECO A TO CONCRETE OR MASONRY MINIMUM I/2 101-11NAL CC (FILE ' TWO 13X.IMS, COLUMNS, HALLE 0 DATA_ (P Tm) / ( 1 D E G xEER EN 's Alt BOLTS EMBEDDED u C PLACEMENT ADMIXTURES Anto DOSAGES WILE VARY VC7EEDNG 62 T T YNSTe THAN 6PIECE WPA MEE MALL BE M6 111 g BOLTS PM FOOTINGS 3 PE. ORLO D5 FROM L CONCRETE NOT REQUIREMENTS - MORE _ N c PLACEMENT ciuw.l AeU R W N C BEARING B MILS REPORT SOIL LU D O YSESn E EQUIVALENT ACTIVE PRESSURE S E ( ) BC AND PASSIVE PRESSURE ARE PER SOILS ASSUM 1- •+ p SYSTEM A ED 35 P3F VERIFY ALL SETBA(x PXD B D 1� G "c SPECT vELY) fN X ALTERATION OF i E USED T - - HARDWARE L reuse N O ' § MR PIANN49 T RE FABRICATION. PLANS OJ CUnx " REQUIRE E EREFPiE P Oi U A EPG T-TEN CaK E E SLAB AP IO APPROPRIATE EIWIENTS NAILING, DWD 8 OF 34 P DRAW xbs 1O A R BY V0.L E L WPOSED CONCRETE ENTRAIN A TO a RP/ ST DIE ARCHITECT ENDOR EV AND RES R 2 SPAN ENGINEER 6.1 PLYWOOD P N LL NOT BE q0 MISCtL IQJS III G •T WM M MICRO-A/R BY MASTER BUILDER eerie SUFFICIENT cores ARCH TEST /ENO NEER FOR THE FOLLOWING. T TOR BE UT AT THE BEAR THE TEAT/MARX O T E An Ywa)D 0 6 IINEE55 [ E G UELE GA LRADIN MOLL TIN PL L C O ROR AP�$Cry 4 E BY THE ENGINEER HOED OrIERW SE PEELER ON SN4LL BE SPPH /2P0 ss ) INTERIOR G EXCEPT PLMWD PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT 1 1 REINFORCING STEM. U - U f g rv. • I! ASSEMBLY. 55 RfNfCRONG STESTEEL . D • U / WE B STORAGE AXO ll rycT SUPPORTED PAFW W 7 AMP P Id PROVIDE LN CENTER f OPENINGS L AND 0 : FOR IX L +. i S DEN., FABREATE en rs ACE PER 5c I-315 AND AL1-315 • uF LAMNATEDIE4BERS OenN wTr. APPROV ERFCW SHALL BE eOJ EN D ORENTED BOAR ( ) N PPE CUTS LTC, NorSOEH 111 9 3 3 n FABRICATE PRIOR TO ARC PROTECTED FRO" TARE WOOD CALLED MMT. {Y L ::33 ARC/PIECES/ENGINEER'S APPROVAL . NO SRL BE Lpwix CARE SD TREY r (r T PI WEATHER INEr g SUPPORTED (PANEL INDEX AND Ai 2 y -_ G EIFEL, CIEFEINGI ASIR STANDARD 'X 515-9E GRADE 60 FOR 1. MX. AT 5' OC AT 20 SITE HOPS - MD 51STALLAT ON. O. AT FIELD WHICAL UNLESS NOTED OMER.. ON PLAN eer DRAWLNGS MOLL BE MARKED ACCORDINGLY AND WEANING 2.1 E CAVAT✓JN - PER 4ECTEOWCLL EKINIER E r ARE I BE ERECTED A INSTALLED XC NLL N - 2P L N C 1 wmOL /6, WTx Q .TIa(5 SEE O P AN D rpLD. W, w d M Mt ON DRAWINGS- TO Sr r 54 L T L x AFTER OO FOOTINGS Ras µf B TEMPORARY CONSTRUCTION NIS r* EXCAVATE FOR FIRM BMINFINED ir u CONCRETE E(f A DRA NG INC ; UE IN CONTINUOUS CORNER BARS PROVIDER, ADDITION TO TµT id JOISTS , LW Al TI MM TYPICAL 1 S NOTED Dr ERW. L m c RTR A cro , rx SECTION I STRUCTURAL F LL A AP SURCUPNGL aRED ADDITION 2 2 AND SHALL AND Y TO AS L LUf MATERIALS, MANUFACTURE r• L, ERECTION p7aeTE ` PL V WAL WI JOISTS AND AND QUALITY STANDARD areNEE LA Wnu VOLUNTARY W Q SUPPORT Su TION MATERIAL A5 L ` 21 OACKP LL AND Ca'PK1O1 PER GFOIEOMCAL ONONEOE D f POT. P SW DIE MANUFACTURERS BRACING FAR A F ORA D ER L THEREOF. PEL 5 ME E ART HI n • . rH. \ L) NOTES • 4 LL MT DE PEED Um L AFTER THE R RENOVAL OF AL _ - ARE AS SHOa BL -1 Q ROT OR COt IO N USE ONL DEBRIS T " SUBJECT 3 ar °. 77 FEET ARE TO BE ERECTED ( COMBINATION C'R.HY (SIMPLE GLUED -•` " ' 1 IN D TRIM RENO GRAN N 9 LA HCH EFTS AND CLFPACTO TO +E nm n D E Him SHALL ALL BE ERECTEDXN4RR RID HU IU I THE B EXTERIOR e r Fp - -- AMMAN, AND ,ALL af AT LEAST /EX - 5 tt AS DETER I NED PT /ANN GAT NE TRUS FE ST WI BE MODOLES , LEAST E. WITH E RTf rn RP L2A r P' T O i OCEDU FILL MOULD BE SHIES. FALL GROUND O. 5FE EN F RY ACCURATELY TOTALLY Lm GLIN V D SLUE P ,� E_ L / /f /��) = 3 c C' s ATTACHED WHILE / AC1 EL AL e N BREWING BRACING, D m.E �- YI I1 1 EACH S D D' . 6.4 S IS W INSTAL-1-CD IN LL O € v ' O a 30 (MAE'R C U ULNA I/� A5 SI 6FNlP.LL ( E FERRED TO ET THE fRS, ARE THE ESP O6BLTY OF E NOW (SDI ( ( EE/ F L .9 i NORMAL FOR PROPER REINFORCEMENT ErErgQr QOM TO FLOOR COMPRESSION OF 5001 IMOD 1.31BERS VEGL MEETING THE SWEET m N ?A ESTABEIN PRORCHTIMS OF CEMENT, COURSE AND FINE 6 REBAH COVER PROVIDE OINCRFEE B RWEWICN TOR WILL BE APPROXITATELY .6 INCHES PER FLOOR ADMINNAL OVER-VIBRATE ADMIXTURES TIES I R. IN AND • C p9 Ccn E DUE 0 MAY CCCuR REDUCING L py_ D rF INSTALLED AT ALL NAMING C y , CONCRETE DEPOSITED AGAINST EARTH I COMILINCIAL 51RUCTURES FLOM MAXIM. COMPRESS/ON W WOOD WATER Fore NIS PROJECT _ B p GI K W Q 6 f ( BRNGPo WOOED nW Y.V E D E BAR X ■ LOADS a D B 5 e OP TODD E 6 MOVEMENT MANWS GRG E LAN 0X W LL LA Lt 4RGIER a q6 J 000 THAN 22 MANUFACTURER'S EARECTICHS WE AMOUNTS Ca WATER- REDLCING NALLE ADMIXTURE nier WILL PERMIT PLACING WITIM. SEGREGATION 1-1/0 1 OARS IN SLABS ON GROIND INCHES AND MOT INSTALLED TPLIRXETER A GAP • uCT SLUMPS REWIRED AT THE POINT Of POW.. 11470 1HE PRESENT AT ALL • _ 05 Gas BD A5TY A RxG CONE eE c10 PRESERVATIVE TREMI®IT O \M ` YT9 - 00 � CE IRWK FLOCS TX SLUMPS NONFIED ARE THE FM XX IN SLABS L. - e CONCENTRATED S rilioluil FREQUENCY, HOER P LvD u +00 - F FENER A THE o WEB U - Ex LUMBER, L rH P L _ UNFJ - Q ETU STIFFENERS 5+5 POURED TONOLINICA01 BETWEEN CONSTRUCTION OR CONTROL . OFERMEC BAR AN 0.5.1.455 4148 n0RO= nLVL OR E L _ MATED WIN INN /L4 PO4T OME E T vl.+OJ PROTECT DRYING MD OW E PREMATURE 34 I P4GTO1S ` _ vPLEN PRESSURE TREATMENT LL BE CARED FOR N ACCORDANCE w P ' 013313 C • O ALL FRE511, PLACED CONCRETE FROM JOHN Fa. '\ 2 01S0vxT RE _ Taw P m OR (00 EMT LOCATENS PM HIS APPROVAL, C. 1/52 CDN 1 NSPLLECX 511A, BE Fa LOANED PER THE lg. MC ) cn C COX 05 SHOWN MN THE DRMINGS ALL I f B INDEPENDENT 1 r ) - W4 13NE STIFFENER FF° ER G.P T.1 MATERIALS NA9C1ftT o a on "LUX NTH DIE SURFACE SURFACES MERE BE 1 5( L MI EMBEDDED 101015 T00 50AIS E OE MERELY EASE.. MOWER 40 ND TT140OFFICIAL NMI - REQUIREMENTS SHALL BE 55 D .BODE SHEET INDEX " LCD D I !� y LL ' • 300 0) N 1 K d' NORTAR NRpK) SINA P E T E R T LESS 4AL THE M I N M U M Fm G' 3.7 SPECIAL 1 I SEEME WPM 80 STRUCTURAL NOTES 1 DM ell.1 !WWI _ ALL BE AS REQUIRED PER 1311/E1 VENDOR 3 - ARE BE FILLED AI r.5 vow 55C 005 F c HEREAFTER RESPONSIBILITY B ANT DI5CREPOR4045 01 THE CONTRACTOR O 5K THAT 81 FOUNDATION PLAN AND NOTES m EMBEDDED - TJ L O SAO 7 0, ANMOM r x. . U1 Q m L I W 4.0 METALS LE 0( TO TIE hs 3m. 92 ROOF FRAMING 8 UPPER FLOOR FRAMING PLANS i o 0: via. IS 1 THEY MOLE BE WACED NOT CLOSER DIAN TX, 4 ELINr< WI LO S, RECORD Y - CO0REr 8)140 BE cMpE MX S3 FOUNDATION DETAILS N w w 4515. GRADE 50 AS L mar E 'HAN ONE L.ER OF MOW IS or 1 UNLESS PrwED B THE ENGINEER R rrED nu N. .oDE . s caDPNCE W H THE srzuc7uRA4, AX E FLANGES `S RE T A a VENO BE ET THE . D. 64YR E 444 X OR WW1 SHALL 84 ALIGNMENT PIT DETAILS o 05 � go IN 0 O - USE MO cR SUPPORT NOT OTHERWISE ES WE x1014 PE cur 2. FREE OF n4(60 w R OTHER HARMFUL 80.1 ALIGNMENT PIT DETAILS 8 SPECIFICATIONS • -- SUBSTANCES . x THE TEAT A ta HAAS LARGER Of _ THAN / HA AN HA 5 _ Be WIT ON TPCiu S ACCORDANCE 40004 WIN TH 150 E ET. 5 5H MASONRY NO0ELS3 BRICK Ec D RusT NG DR 01000 ` 0HER DINGO E - CxG STEEL aN L BE AuwED EXCEPT P AXS Cx Rr RER- NUAL AND ON THE H can0R 51 RARE 5H 0 S8 TIP. CMU DETAILS WON , MT Aft NOT 05E ( cetecen To DETERIORATION WEEDING UNLESS COMPRESSIVE STRENGTH 5 50040L. 50 Pm • sox `5 88 FRAMING DETAILS - 5 Rd OR BO MAW 1EEL 69 PPE DISINE3 I® ROOF N0 PINR TPoMF9 S6 or TAE R / x. THAN JIA0MHD SCHEDULE , STEEL PPE AND CRE�w SHALL (1FOwt WwD RODE AND FLOOR TW55E5 WALT BE '_ 97 FRAMING DETAILS 3 0 TX AIX. MANUAI - - Of TEFL 'TUN 9 DESIGNED ER - n40 DIRECT °1NPFRVSION LF ALCEN500 NM 0DT NGNEER REGISTERED IN STATE W4ERE THE Di SS FRAMING 8 MISS. DETAILS o. IN STRUCTURE i5 L ED E DRAWINGS LL BFIS nn 7 1 a k 15B B' _ _ _ 00 0 _ _- _. _ _ y/� ... p 12 ' x 0' 13'.0' R'. B' 12.0 i:B' _ 12'.0' 1. 12.0' R' -B IR' -0' 1'.B� 13'00' 1'-B' 11' -0' 1' 0' 9' B' G' 0' 1' B' 0' -B' 1 B - T M1 R.0 0 -B 1 -8 __ _ 9.B_ 9. e . 1 $y 11 1 1 I 3 I n M , B B i Wa B �( / a� it PIER PIER le I PIER W DE r 2 TTP 53 WIDE q 0 0 �� I CONC APRON `� .----.7-6 °I /V I P Ek 1 _ K % , ItR��� -L b 6b o _ .1 P B P y o PI2 P @R_ P A P IS P-IA ,-,5 P _ -- CONT 0 HcK S2 105 O. '1 m � f ER ' 1 EE WET 4 PEB ' E _ ® E - PIER ,B, J A x0 VT C J 500 N00 fRA^1 E . _ ''3 rc5 II* DM 1 �f V K P 52' O C r `Ill v R m I � x � FROn cR D O 4 � C 1YpLAL OGi CRAB ° - 111_ ALIGNMENT NMMENT 5 _• 6' WIDE x rTHICK THICK - - __ a . JAMB CON0. yr N .+ h = t 1 � " , 0 0 00 3 FLOOR , .. �JA o J Nc no ON GRADE t ! + h // I _ LJ OVER SAND VAPOR BARRIER _ I B ® O'004I SAND E VAPO BARRIER ANNG VER I oxemela rc I COMPACTED NI c EA w A- FILL 9' Q 4 $ DRAINING G RA / t J3-2 8 GRAVE L W/ >O c n B g ` /i � it , � /' t1m I J -2 e H o.. A. `. e ¢_ I l ! B ' 4 TOOL STAND PER J -H05 PE WNER -Thal PLR m 4 Q � - a d .� e B cWNeR. HATE -0.'ArE PER 1204. t B o' COU WA tt 3 H. Der. D/57 9 of SEE � � Al 9 STATEN R Ili I E - ♦ , S3 DS A I I N o Q s Q 4 -.z B +o' x214 Ir. rB' ° S x n s e'ryr o } F. ^ m 1 r E T� TYP_ 1 CK 11 _L o I ® I I �� v51 l0 cMV H E i . TYP ri _ rJ _ a SEE DET � L RTWN GRIDS 4 I J�L -J L _ F4 + - / - � t w O w , 1 r' - T T _ _ _ - y- �- �-�-III�1T(I�'{�{�f�1�1� - AF \ -� , r 1- p B C m , f B C A o "I\ L S) EF50�1 j F ° /n iYnkm -,- •-1 \ (o JAMB LAMS E THIC p JAMB I 1 1 V d 1 I T7,1_ m J Ill I sous u6 E 9 0 C E — V �_ 11 I, I I JAE1B J 4 I E A _f! @ l T REJJJJJJ O � JALL 1 1 1 I I a S .. _.- � 1 SYPa �- 1 . s U HALL ° H B' TOSC RDA 1L J _ f - FrGWIVeaTOE� a ,, B ,} �4 � RI En < ac 6 m 1 ° D TG 29' Ilc Rre ° ® — D 1 91 W 4S 1 iv @ [ 1 O MO�5 (J / PIER 1 u TO T 0 1 I THICK KI 1 6 / 1 B B THICK DEG r� c , „C, F RO ©ro .e, it, l � ( / \ ) - P 3 _.__ ° s �3�rTF SEE DET / 5 ° n0SONRT CONTROL 41 (MU) CL) ( ) __ -� 1 , P BOND DEAL u REINF OF PET - /,S/ SHALL oc A pCC� 1 T BF T RU CONTROL C R gT O \ RED .LT, I U Y c 00 ° _ 10 -e'_ 1 - o ; ,2 a ' 0 '- c 2 0 l ^ 0 0 F. 011 4 -' - - ___.- 000 _. V' L., < BB a 52 0 C I F OUNDATION PLAN _ ° J Q En s 3(0305 I/ 0 0410TH -SE rr �p WALL FOOTING SCHEDULE - 000 ■ NOTES - -H C FOOTING soL O LONGITUDINA TRANSVERSE � � END P I AN THICKNESS REINFORCEMENT REINFORCEMENT m W L7IFIENE Ns ARE TO FACE OF mo c P f OF COL _ 7 i H.. \ T. 'I O (21 05 NA I I ,_ n CD E L DIMENE +/ FCH - - Li S' , < NP o d' 1. FILE L Y CL lQ9,e ,VS N < /ssr05I ,R rF_F -lE _ 7771_ �.� NA O. Eg P F, N PE SPEC c 1oN5 0 SIDE 1 2 AL K -H' 0 OF L'/^ m D' „ c c e NA 3 :1(71 4 MASONRY LoNrFOL ICST M LJCAr JN, - .EL P Els AP D CIE .IP S. - Dumes , LR PROVIDE w RL ° Q (m 300 ( �' „j eL D T s� D z ° 00 SPREAD FOOTING SCHEDULE 6 3 ° ; Lio EC 0401 - - o E La 111 c RN R FmrNG FOOTING E o o So L - . E NO F JJ jj WA N1:.H xCHRS I E KNESS REINFORCE I p N I ALEINS /351' P NF BTWN GRD �ll�v 1 L 1 -J B R PEW 6_ MARK IDTH THIC1a ME - - 1 � f ‘EL i°" WID 1 r 5 O "F -O " H " (5 5 EA kw O' THICK I I 10 CMU WALL 0(i 5 0 3c) � �n�y H �i1 olararen / RECYCLE BM T T a i a I S P g 1g PE. RWF TRUSSES - - -- I —` SHADED AREA INDICATES OVERFRAMING SEE NOTE B STRAPS 0 �q� E ALL ANCHORAGE TO BE �1 GRID PLACED PER DETAIL ALONG WHERE A0CF eIEAnf10 REOF. ERE SUSPENDED CEILING TWN GRIDS C 4 0 AS NOT F RMIT I 5/ D ADD OR 05B D - - I q' WEE B G 100 LONG (CONY. ) HATCHED AREA INDICATES— c • 1 C T DE PCA ANCHORAGE 6 P R TAIL i/S SHEATHING, PANEL D O 20 APPLIED E \ 01300 R OVER DIAPHRAGM El/ BLOCKED DIAPHRAGM SEE - .� JF '� 1 }' } F 4R , }- t -4.•- PERP O RAFTERS NA - 04 @ O 6 . O /9 NAILS D 4' OC. STAGGERED NOTE � �FT� [ 1 --- in FPORT EDGE'S ( AT 2 C '� I ! II y I I I \ 1 1 l 5x ® ' 60 ' 4 C L 11 O L OI O (1 O O i} i 1 w I I1 l ! l k F 2 1 1 g pE @ FIELD T 1. .; ; ; t Y '_' t ' _ '' ._=___,__,_ -$ ±t �'__t `.c *T " +_ $ i T' `�' t s 7 1 EI k i T IH - p0 0 � - I 'M t E " 1 IYI r 71 1 J I' ® � )� 23 r. N 1 1 1 N �+ e,..•:>" 1 G L Rov DE T w ANCUOe x r L ) ( + T�� l > 1 1 1 ( tl q .. ALONG GR o _ H ) ! 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I 0g Ile 0 NFEA s * a 4I ` i 1 a 3 � 1 i T . en � ,6 / L E J'a u 1 I. 1 .I 1 m (1 '� ' • 7 l ' P.:..) ,I 1 I x _ — - 'q a O 1 W ALL ANCHORS TO BE PLACED 1P 1 £�BAi9 E4. SILJL Sl p_U 1 ( PER DETAL 359 LOCAL'," WHERE 6 O" F I CI BLOCKED DIAPHRAGM L OF WALL DUSKE 2 t L q 5.SKE Ill fff �] B ATS SVSPENDED CE N., ROCS NOT q dddd 5EE NOTEQ(TTP..7 D DIAPHRAGM S PERM TYPICAL 5 N 6E BLOCKED DIAPHRAGM LONG ,^ L u l ALIGN F ALONG GRID 4. ) U D O i � SPACE IDD TOP HALF 2 L ANCHORAGE PER 7/57 P 4A0' 0 w sGE NOT ) _ 0 W . N 4115 ��_ 0 4 VP 0e= , , E ,L 8EF NOTE `^ JOIN BELOW F FLOOR JOISTS S ARE N CSJ F -l SIDE ROOF FRAMING PLAN MIDDLE HALF OF HTwN GRIDS A 4 L ALONG A JOIN TOP CHORDS (wiOV OVER S A R W A STRAP BE OF SE oND F R e LAP 1 A - D (BACK wPEt) '145 6 , /ABOVE �� �1OTE8 ✓ / F P OC R SEA THING, 3/4' TIG, r1YNlICVI A RD- ._FIX)R, S PAN IN DEX 40 /5O EXT ��j1'� BLOCKED DIAPHRAGM REGION (SHOWN HATCHED/ TD 0 F _ ( BLOCKED 5 I GRADE APPLY DIRECTLY TO OOY1 DLT 2 1 D5 FOR E ATTACHING L DIAPHRAGM H 54 SEAPORTS 1 FASTEN 104 LJ SEE STRAPS 4 " N STRAPS) ALSO PRO 5105 A 4 o KG „ tl r C NE EWE J @ ALL PLYWOOD EDGES WHERE DOUBLE 2 T BL KG DOES NOT PROVIDE BIXG. D. APPLY OCCUR 1 S WOOD TO BERG W 00 @ ALL PANEL EDGE, BTWN RWR ' D. PANELS PE T FLOOR ILING 2 LATUP P WOOD PANEIS PERPENDICULAR TO RAFTERS JOS IO 5/56 A (TYP.) i -L- JOISTS GLUE PANELS i P m SIN W A MFG T STANDARD KNOCKOUT TOP 6' OF JON FLO.O JO S 1/ S 5ql -74 b LD 01 1 UM T ONE END OE RA E STRAP @ - „ -_ J Q n O Y 4 ALL WOOD JO. TS RWF EMHERS SHALL BE DESIGNED DI MANUFACTURER 1! PROV (2) ] G L 4 m N VI K f • a MFG SHALL PROVIDE UPLIFT BRIDGING WHICH SHALL BE DESIGNED FOR A NET (I) FVLL OR HEADERS N P) N0 EA y LND TMI BI 5 UPLIFT PRESSURE OF P5F T YP. (9 PEP @ O/0R N 5). MINIMUM LIFT .. BRIDGING SHALL es SST F CONY DO CHORD BRACING PL ACED Al Ali O Lp w N AT I VA 1/5 POINTS ALONG THE SPAN D BLOC ING PANE (OR X B IDG G) 0' O1 MAXI MFG LL OC D. DL I BRIDGING - AH 2 a PSON HU520 T STRUCTURAL ENGINEER A ND SHALL SUBMIT DRAWINGS OR EVE 545E MOUNT HANGER w Z 00 < O [L AND O TO AB - ON RDV DE 455 BLXG J G D - TES BEAR N A w Z 3 PER TRESS MFR. / = —� No c TE' SW0 L( DE SHEARING 1 l a 3 j 1- 2 5. SEE ME CH PLAN FOR SIZE, WEIGHT J LOCAI ION ) E UNITS ANT ' ' / NAILING PER . 0 N MLL CHANGES TO " L 5 UNITS SHOWN SHEET M 44 F O HE HMITFED TO �� (1 - 0 0. 0 J THE STRUCTURAL NG NECR FOR REVIFUN OPEN FOR STARS el +'/ INDICATES BEARING SNEARMPLi v` � F MEMBER SHALL BE DESIGNED 5 CHORD OF SU APNRAGM TO CARRY U J 5 4KPS TENDON ON ADDITION 1 " 0 VERTICAL LOADS. DE A001'ONAL TRU55 AS REOVIR.FD BY MFG jT'' SEE NOTE T KIPS ® T � ►� - 1�3 5 DORMS DGE •( 3A J 5 4 OR BETTER POT SUPPORT @ 6 0' OC MAX. v AFTER L DX - HE OR BETTER F PA @ F4" O< • 96 MAX SPAN-PI-05 pj E I ]BMA PAN 2 E 90 M 5P N 0 I' PPEt R FRAMING PLAN 9 SPACE TOP OF L _ ANC ORS PER /5"I @ A ' 0 O C P REGIONS' PER qLP. / 05 --; ,;\ SPACE tl 6 C. OTHERWISE. ®GI � W� .�, r TTI ��® � � III _ ; m �...v� - �E.�a� i HI CPIPAC TED GRAVE BASE Ilill +'III 111 h h .W� n.. 1 � r /______r_____ L:77:7:747777 i :cu ere...re i E 111 i ll a E 1 111 ;E S[ m.w z. re.. �".. '� ..u..aum w < Fe n o a.° e�i� �'�� —.s— w.w__ P, idl .� s c z c. . a.cvu.�au r w+ a wen...c, u..a., Y1IFRIDF STUD WALL t a .c.,,..... - . v.xaz a....ee a o..w. r� Y ..apes zc.v.°'e ss as ..e .w vav rXTEflpR MUD WAU1 Q Q ~ EXTERIOR CMU WALL FOOTING DETAIL _2q1 INTERIOR CMU WALL FOOTING DETAIL 3 TYP EXTERIOR FTG AT DOOR L _ 0 COND AT STUD WALLS 83 SCALE - 3:4 0 " _____._.__ uALE.. 3'4 _O" vw..e „ E . Lg. t 32 Ax.0”, E NEVIZ i — __ tt. c ��. ...�.. ra ter. �� 1l Ill a..e„ ii� . �..a., w., .e.. o a„ w„ . _.1 a ._ N ,.a. �.,m - se. ray .u. " r u,r.. �,..� - - ! W Z 0 a a MT E� a .�� U 5 nmm zuv .w •i:woat.°i K tf. w r, au v.uve - -aid c Egg a "o..a.... III�III f m SHOWROOM i BERME BAYS . ' m ec. .. w 11 EL 0 c1 — a m IRWEI1 1. v, aµ" :raw. o = Y c _65) 5SPRE,AD -_ FOOTING AT STEEL COLUMN (i PILASTERAT_BHOWROOM ^� "m,r •^^ a� . .e a�.o e. 0 u SPREAD LONGITUDINAL-SECTION 0 F ! w 8 wr�aw" W.'. k A ms.µ„ 1 ` 1 g CONCRETE APRON ..a.o \ � v _ _-. - -- ® - M1 - t °' aoa XXMX ' 7 �— X9 ` - - - _ 1 p r" —_. s.�, 1...R a g o II ? ., ate, .. .«a.u. -�-- '- a.. o.o. - J - -=-_— � ,1141Tr.WE 27 „:o, PLAN YIEW — - "° - -- - ° 4/ REINFORCED THICKENED EDDE ' f TYPICAL CONCRETE DETAILS 8 THICKENED FTC AT STEEL COL A R _E • Nlur Y TIC h. • _ Al FTNDN. PLAN Mr SCALE 0 / \(� \ \�'\ © I .I SCALE I'.I' —o• .. - \\ . ii i�� r . Z ^ .r WN 7,29:Zr r •1 3�` a n a P' r lb. I I , ® N. -J 1 T I II CROSS SECTION . t - -� j — b e �� _�_ � feorEl i . PE. . . P — 'r --- — �� �' �,. LZ _ o Q � , `°' "•,`.. wM ,,.n .,_.._... _ ...._ E KE ,n.,,� ero n, r� onr� wEy p � . . L _ ? r _ __— e . - `. 4' ' - _ L $ ., 3 lorpa61 rarl ,® a 1 - - - - -. INToil Irillitkin ..... t3GI _ FLOOR PLAN — ALIGNMENT PIT ® CROSS SECTION � -- - ---- O S � N Q ..Eras �ji = I1 a, on. P _ °' �1 . .,� 1 . � �.. - mo w • � ; 0 0. ciTh III -�- --=s'— - •," C CROSS SECTION CORNER DAR J ,� '. 2 A.. /7 . , ,,.. J 00 • I/2 I' a TO MATCH HORI 000 00 0 u %R ' RE'NP Op CROSS SECTION EIZE AND SPACING ALTERNATE LEGS 1a0' 3 /tl" _ - E EDGE AN CONT @ coNUmoN (3 . t EDGE ANGLE m ro • can remorn0N L �� a,« 1 a HATER STOP T j m F IU rARER dr +.rte. { I _ _4 m ; � /d •� q REINFORCENMENT 1 v Z r n 4 . a oc imi ll 0 1 =1 w � rlNlnlriON 9 - ... di „,rr. , on , , DETAIL 1 DETAIL 2 DETAIL 3 o . O s SECTION E CROS 1 © //I BIRIIIIIIIMMs c. :J „_11L' 1 ,e. i ' i 1 illy U PPER .8 s g° kg x. Q Q It 0 CC 1 W Z 1 � _ LOW s1EPS W O g 1 . R 2 • PIT GUARDRAIL DETAIL PIT STEPS DETAIL ngs,=w...__ —. Z ' ! . W .n^ _ r -o^ F!2 . � _o• re _ 11i F M ALIGNMENT PIT SPECIFICATIONS • a j a 8 I I 1 a Mme. �,� - - - -- , I V�4 — -- _ -- - - - - -- - - - -- l_ u.x,rca,,aw ewwv vb ru�cww[o N 'alb a �... �_ . ,. o ® penis rungs x Lusts .- - -- ,.e . W Q , , 1 1 2,x TM D ▪ cc: �,��� a� �sE. �„ e�� �wo, x "D . SISL ISPATSSIS=itiMarrITSS S47-S' FtISSO.,1"" 4!) ti) j � ma ro, e e e.oeromeom xn rv Fa ee a nnu m m v�aa m �`�'- Z 0 m O K • oi . PIT GUARDRAIL DETAI .. ,.xry E o g ( 'So I' ,a., w.,. a..�,�,x.o �o :, s o ,s W I M WARD N WT PER WAN 002.7 b SUBMITTAL SET ON s L okno-k Nt NOT FOR CONSTRUCTION 161 1150. n..O Fl n o�x0. S sHc shy \\ // I I ' �, w ` ` 1 N 1 � Lf''REI F H bUI E ; ; CMU PIER REINF 8CH �f mc ra " $SL T 4 CkN NGRIE PLilb 1 ' T f1A oSrn (9FE FDUNDATIDN PLPN MID TYPICAL CMU (+IER D$YA L) _ 'fi.HEKT' PI �ERT..REINEPRCEMENT_NORIZCNYAL. TIE REINPORCEMEN x, � mvNw'� • � l�xt MA(t ° t f REINE✓7kCET1 �� CEFIFfr WPLL 9 K i.. �= 6 � m s y ; v, 'Sxu 1iw1 ) i . ✓, p � w a rv)ti1 Jg . mma .e -'a pa - P 1 lk ° , Li / a 1 L, a 6 sLEA - is ' 'CMU �L -INTEL D SCHEDULE JAMB SCHEDULE fSEE R§VF' FRAI'IING PVW .WPIGLINTEL DETAIL) ; WITH THICKNESS HENE E ' � � OP6N\NG ®' � MARK THICKNESS DEPTH ^H' TOP REIN?. BD/ REWF, !STIRRUPS SPAN f^u . a t M rra IN 1 , r MARA D K VERT I HORIZ TIE REINF i „ . / n,uvnu Lm.r. d mi6.wwrt (Vw da, �w - v. rr S� . .ce n.e b i ''i IS�oe ra sArs�uammisimir�wssm m®ua °'"`''" 2 MASONRY SCHEDULES P l o i ii i 9 WI. RV IN NALL ARE AND LA? 90T190TRUS1=17012.C9901WIFErTIJ9 NP SLE �ws l 2 ROT �� CP AI, WAILS, µ.��En��;. Il tvn �- °�° Z ..w�nu�n ki..,,.�9 �. En. o. p on�.,o s °os I RR P 1 Y Me PM O TYPICAL CMU WALL ELEVATION = LEI ".I'_P• R n.. m >, , , A, ® °,_ vL o - 3 TYPICAL LINTEL DETAIL - 4 TYPICAL CMU PIER DETAIL Q .i. ' ID. e;p115 � O a , LI c ,��..,� _ . n.a . w „ti. 11F • a.nPflw w,n, �.nEn I�ia N � � n. .� v 1elae nt .Strop fill III , r e a i PRIDE RITZ. IGIIr�I ; n. il �- E;NaNF1/4, - - - ? m , rv sol i M�Ka:�n co ` Il -- �M _ It u;, a�. li �1111 ,1 a, == ° utaii. L JiaWJL_ r iesvi t- 0 P..nrn III E :: _.P �... II _ in to Ei nn* © TYPICAL INTERSECTION DETAIL Q TYPICAL CORNER DETAIL O A. BOLT CONN ABV CROSS WEB cb M 111 II ■ I I II • IIII v SCALE 0 ® SCALE . o �' SCALE. V F m O 1 III n {'w,�ec`eaiw. o IrlWrms■ ®ICI Ili ° ` N ,Nn»< ® �.,a. ,,.wa.,. , it o rc �_ ELEVATION � —L "" FO'" �g fir, pa y ° ° ". I„„� p � I k l }- �.,,,• foww w "n mew Y .. �.., n, n o o Ho l rata?"' .. �11�Iital 6 lre _ A�I r �`..".��"`.� .. 9"' - 4_, wN I � I 0\143,0 .. _ e 9 M 1 � .11.9 _ 7a r:- \ µ ICI ', ^ iN111i1a9i11B11�9 0119C k' , _. II P ELAN -Pa , .a - ' vee 7 ro�Gf #` : :� rw+ art. •/' TYPICAL CMU CONTROL JOINT DETAIL 1 0 TYPICAL BOND BEAM DETAIL . n TYFS „WA, oft: END OF:WALL.OTL �A. BOLT CONN BELOW CROSS –WEB 8�, SCALE. I'•I' -0' SCALF •I 0� $CAL P ( /( \����1 {2\ s t e m' _ �/ o� .•.•e•.mmerc s; e. w ° „ow rze°w° w - B . I M � � .: "� N.+ t ,$ g . A L,r,wx a w,o � >uw "....vn , l n � � u . \ I � a 1 ! ,we, ' S i 9 . _ a r il � ; — - 0,-Ali 1111 ° ` @ —" m 1�1 w �,.r ill in _ 9 n ., m, ",r, Y ° °e ..a° III # "" �I i∎ tot E i:m Iwr.r,� f. �..�.a,...c,a. - .vw.w . � � I v� .e. ew, III�� e wv 1 § m y n.xe wo ® ° u ° " e i .4e ` w ev "� —ib �iB. CLR ttw rs's .,. xe o e..r, a.x ev. g wvexveo or, cnc s,w n mwv '• 'e \ ,y.. °� ew vma�i.m'ix, mr,» n.u srer, [[ , aene a ewxewx s°cmn ez ro as eu�bauuw ! {��° "1 ^- � I tour- cer,rc I„ �� • ®11 _ % Main 6B e f . r l lF,l 6 A1�1 „ NO, w-r. e , . wv�...m, ill .uv mce, e{.° asst” i . �1� ,o,,,s.' ' II II NO mev ., ,,w e iJ J z ioo ff . .� - .,Pn m , °,wE,a «�,., .�.,. mo `—� Q��A/pll� inn Q 1 TYPICAL EAVE DETAIL - TYPICAL GABLE END DETAIL 0 • - • M =EA _ • T SHO - • • BEAM _ - _- "•" 86 au SHOWN Ara no 000A LO0AmN SCALE. 1 1 0 4 GLU -LAM BEA SEAT ATSHOWROOM es. P a . .0,, .,°.n , li 1 ■1 , ° o . w w ipt wan = Y • �.. a r� o ,n'- — 1 ■1 w..a,r,— � °m = = Q �.° m Y". °° w,.. m vm.m m wa �ne� µ. — �m k - ®� . �,aN ° wr, f0�1 � ' y ' \ von i.pri L s Icuam m OVEi n Tw vc awiI p I!! _ - _ I ` _ - 1 + ' - a .. . '° :� - - m, "" ® — � '��� G�IBeGGS•I® b � ,. 1i'it. r,.r, �- �...,„ I ` ,vva°I, I 1 U ;� m 1 _ W = C x m� I vw v °� , � m .• b m � „� / � ! „m 1 , w �fr,° ,o 1 _ r u - a ve,<u h . 6 w`a "��� � : �6 40 � m� m >.... — ...e m _ -w 1 E1 Weir ' �e n I A l i . kv e.,, ° °� 1 s I � � ' A ; 1 b F ��� s yr, IBEOMNIA I ® Y C dk N UPPER FLR FRAMING AT STUD WALL 6 JOIST CONNECTION TO CMU WALL a P - It _; RMINA • A - - .: 8 UPPER FLOOR COLUMN FRAMING AT OLB _ 0 ] / 0 � kfr 8 6 — SCALE. I ". I' - SCALE, I" 0 -0' v fo „ a 0 _u 0 1 - W /V Pe w P1-1.000 FP EMI P44 g,9 O 5 .” We' "L''' , r< J wir._ e Y•mI.. r.. 4 "2A.Y..• iiii.ii N �.wm.,,. 1 ��1 o i a ®vim fr, A, �n� II I sc ..ew .' 1 111 ° � ti o o � w _� ®1 WAR EIp4EE a a w w. ` - - ' . 111 e , _ % I �'PP Prn� E WAREHOUSE •.– f - SERV /ALIGN BAYS SHOWROOM \9 � m awm wwYe POSE, 0''4 0 A �99 RAFTER BRCS AT GLU -LAM BEAM 1O RAFTER BEARING • CMU WALL 11 ROOF BLKQ AT PARALLEL CMU WALL a PI . A. COLUMN CAP DkfA� a eNl \56J SCALF °.P -0" 6 C SCALE: I. -I' -0 B6 EZIP s/+e ••. P_ n 8 R 7 /" w,,. m �J "h$! 4 w NEEL LEM a19 111/ .. / Im , PIER 1B REINE ISM. is , ! 1 ■! „-,i sue. .w.W 8�' 111. li �r�T•9 I .m -2111111•1 sj it t sxovaoou m r I ' n. ,=•,.°. oo o I II: PIER -1A REINF. 1 „ GRIP ■ - .. s a PLAN I 0 Q ,,, -.s w w° n, -+. < ro -m. c - •z . o. ° o,. Q TYPICAL INTERIOR RAY 1 ' ro -. r¢ fo.e•c n, -..•a_ . Q F .I. .... « - SPANDREL NDREL REINF. • SERVICE BAY .s sew - _ _ ` � FINISH FRAMING AT STEPPED PILASTER �7 PIER-2 REINF. 4 SP _ 1 � PARTIAL PLAN • WALL JOG � PI Y4E _ � A z.a sw.n[wu ABOVE j GRO � � 2 a W GRID m %; g i r m y 4 t a•o.es uws.e (i Lis, Plata CC m ali � .w , r °�.. �, .@ n '1 °_M �i lap ��o! , I, A s a 'I C xv ° L �.. r..e - CI soGS O. .w. mo e.., w N °`. ' �— ilr tat,--,, . m 3 . S° lwr°+J' /. 7 izis: " .c y,•e ., a. C 1 °: °sa.:a, a'' I�� b .a.e 4 1 ® ® 1Pi'�h...n. ���I� o .r �. Q Q 6 • U ss Q flit • ---v.-- fa w,... eei oe... du. Q Q r-I , SFP11ON A — y I C. 5 PARTIAL ELEVATION • SERVICE BAYS 6 COLUMN CAP AT UPPER FLOOR BEAM 7 BACK WALL • ROOF �6 WALL ANCHORAGE • FRONT t BACK WALL 0 j 0 u €€ } CM VAL) w w (mmvn °, ws, VEewu 40147371141744"4 .. _ wa W 1111 Pm ,... QTY - TA FLA 1715T ;F 7W __ ____ i �,.wavnaare i � ° II w ,s, mN.., _ o ww - n • R , a , ,. en.. m i PE Of .® .. / I tin ice: .� ,r., ,. w. o . ' w it I „ —, I � f rt. m T N o � 0 a " gg c � / .i" ss�ti•w. +.f< sos.,u / 11 En .4 a c B `v� o $ a r 3 g. coo,,Q04�f =_�l , 11.11 a to ilri o , 9 FLOOR JOIST EDG - . T CMU ALL 10 FL• •R J• z. BAG . t U A I 4s. ' BI ,w. "`. •_�•a FF a 4 04.8. BRG. 12.. SLAB OPE .. IN a • HOIST, ■ F > 7 7 xw o .! 1 ®1 n� a �s „. r —_�_: '� ,� Ar m u tir . . ` — iv. i ---__------_ -___ . III��I Inil� ► ,E, II111 ��, n III mE III/1 — �. .. I, 111 4r, „ Ma i 4 2. h n , A 3 t a . A N7 SFPRON A -A a a CD GLB. UNDER DORMER RIDGE • CMU BRG. ep 4X10 TO WALL i SHOWROOM EMERY 3 ( ALTERNATE ROOF TO WALL CONNECT - .0: g,..P, METAL POEM r i---- cr g i L • Z z s.,.- :_.=._,_u�:„_ _ _,® - x W Y rrrr r 111�1�4 !q w as ..� ”, 11111W • (III ° .e,aP o MIS' !. a. CC N 1 1 ti (III , :1 a 3 s •grzovr e“.1 (III - NM „ x6 ■ ■�� a WAREHOUSE - WAREHOUSE , - . - - - � 1 I I , r = ' . o \NON- ,NEAR CMU WALL . . 5 0.B \ 1 � _ _ SECTION fl -fl N F g 36 11111 0 a 1011 �i�� e ..e 0) <t 1111. 1 ,� � ,E.� o @ .a J � 11111111 !i ■ 11111 0 e i �� —� 111110 �I� _ 111111 L J m n d, M g I V _ 11111 . m Q „ 1 _, 0 I___, I - . } W z m m g O Q 4 SFCP A -q w z; — 111110 o s o oa ■ ,,,1:l tru 111 1 SHOWROOM ENTRY ..... � t'rl1 ABBREVIATIONS LEGEND �pt,,� - ASPH ASPHALT / /// SAWCUT '•✓ - a F �N O'fP - g CENTERLINE - - TIONS V AN API'ROVEDFsDRIBLD CB CATCH BASIN " L EXISTING SPOT ELEVATION r SYBCIAL 7NSUC CONC CONCRETE E %1ST WATER DRAIN __ .3 - -- 11B R S) C U AND ADMINISTCBED B Afi ■ E M % /EXIST EXISTING MC FIRE DEPARTMENT CONNECTION E %ISi STORM ' -11_ _ FOC b _ LN U.B.C. 6L'CTION 1701. , -- MJ MECHAN MANHOLE ICAL JOINT EXIST CATCH BASIN � T'- J ® - -- N _ _ MI N MGIUMUM - x TEMPORARY SILT FENCE MS NOT TO OF W - 7� _ REMOV AS PAVEMENT e. ✓ z p/L P OINT OF LINE I • I SETT] WENT PLATE T ,f _ _ 'a - - POC POINT OF CONNECTION PROPERTY LINE _. _ _ 7 ,\ - RUNOFF DIRECTION SD STORM PAV'i PAVEMENT i ,1 _ _ " \ \\ - - - - -- SILT BARRIER PER _ _ - _ TEMP TYPICAL I L TEMPORARY DRAIN 7 I� \ -STORM POWER, TELEPHONE AND RATER GRAPHIC SCALE WNG WASHINGTON NATURAL GAS - Q TEMP SWALE 1 ° ' i / ` / 6w N ` `Sm \ �� RELOCAi1 �Y OTHERS SEE GENERAL NOTES o 0 10 20 F � 'G O BO _ _ _ CEMENT DAAINETE EXTR OED U BER 1 Inch e 20 II \ - REMOVE ASPHALT PAVEMENT -- - ROOF DRAIN I I i I - --'' - W \ \ \\ - - - - GENERAL NOTES CONSTRUCTION SEQUENCE 1 t \\ �Y � " . � _ \\ I. THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES ARE APPROXIMATE I ARRANGE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE CITY OF TUKWIL0. 1 A I ' 1 - SPg2 - - / _ \\ IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY iNE LOCATION RELOCATED CONSTRUCTION INSPECTORS, CIVIL ENGINEERING CONSULTANT AND FIRE HYDRANT OTHER I OWNERS REPRESENTATIVE U SEE GENES 1H 2] SP O r - E , _ _ p \ \\ DESCREPANCIES TO THE ENGINEER PRIOR TO CONTRUCTION. AND ELEVATION OF ALL UNDERGROUND UTILITIES AND REPORT ANY ao., °'. _. 2. LOCATE ALL EXISTING UTILITIES. „ NOTE 5 ADJUST i01 i -- 1ST _ \ \\ 2. PRIOR TO CONSTRUCTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL VERIFY 2. INSTALL THE TEMPORARY EROSION AND SEDIMESATION CONTROL (TESC) MEASURES REMO E% / - .\ � } - _ E %ACT LOC ATION A ND ELEVATION OF THE POINT OF CONNECTION AND REPORT ANY ' i, -- I -I 1ANiER _ I __ _ s . - _..;! \\ -_ - -_ ____.. - DES TO THE ENGINEER. 4. ROUGH GRADE SITE FOR THE PRELOAD AS PER THE GEOTECHNICAL REPORT (SEE GENERAL NOTE 4). 3 GRADE rrIIYY" -. - la N L C SHEET , 1140 `.1 � I ` 1 PI 0 0 SD 3. NO UNCONTROLLED STORMWATER RUNOFF SHALL LEAVE THE SITE DURING CONSTRUCTION NO UNCONTROLLED SURFACE WATER SHALL 1 ALLOWED TO LEAVE THE SITE _ 2y, `° / - OR THE PRELOAOING PHASE FOR THE SITE. THE EROSION /SEDIMENTATION CONTROL Ai ANY TIME DURING CONSTRUCTION UNTIL PAVING AND STORM SYSTEM ARE COMPLETE. i 1- ' I 4 �� - - F REMOS- - - - -- INSTALL SILT BARRIER FEATURES SHOWN ON THIS PLAN ARE A MINIMUM REQUIREMENT. ADDITIONAL FEATURES 5. UPON PRELOAD COMPLETION, REMOVE PRELOAD MATERIAL ANO ROUGH GRADE SITE AS PER E N, - edam - -- - MAY BE REQUIRED i0 CONTROL RUNOFF AS NECESSARY DURING RINU PRELOADING SHEET C -3. MAINTAIN TESC FEATURES AND REPLACE IF NECESSARY. (STRUCTURAL FILL 1 .., o ©, T /CB ,_ _�r� > EXIST r ro % ,r - _ SHALL REMAIN IN PLACE FOR BUILDING FOUNDATION) " i // CURB -- 0 0�. 10 LF _ - -- 4. SITE PREPARATION SHALL BE PER GEOERS INC., GEOTECHNICAL REPORT DATED _I 1 __ E 0' 0 SD ®I% AUGUST 8.1995 AND THE ADDENDUM LETTER TTER DATED 17, 199ATED AUGUST 17, 1995. 6. INSTALL STORM DRAINAGE SYSTEM, FRANCHISE UTILITIES. SITE LIGHTING CONDUIT AND ® 18- 2010 Op . y ❑ � _ f V AOr L - - , 1,, , IRRIGATION SYSTEM PER PLANS. PROVIDE CATCH BASIN IN PROTECTION FOR NEW CATCH BASINS. IE = 17501 II H .c.- ' - 1- 1 5. FOR UTILITY RELOCATIONS SEE BARGHAUSEN CONSULTING ENGINEERS UTILITY ,;.,. �.... r _ COORDINATION PLAN DATED 9 -14 -95 AND ANY ASSOCIATED ADOENDUMS. 7. UPON COMPLETION OF NEW STORM SYSTEM INSTALLATION, REDIRECT DRAINAGE RUNOFF TO THE 1 j 5 - 35' 2 - -- SYSTEM. PROTECT CATCH BASINS WITH A SILT BARRIER AND FILTER FABRIC, AND 484500N CR 666��� 6 ALL WORK ANp MATERIALS SHALL BE IN ACCORDANCE WITH iNE'STANDARD REMOVE EXISTING STORM DRAINAGE FEATURES AS PER 9 -I4 -95 BAACHAIISEN UTILITY 1 1 - - -- SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION', WASHINGTON 9Pyb °T " SPy4 P O w f�� STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, RELOCATION PLAN. EXIST Ip r ... I � I i ER - _- p i0 REMMAIN AIN ICI T WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF 8. INSTALL CONCRETE CURBS AND PAVE SITE. 11 iB 2 0' , / • o - FENCE ® 3 0 ® FILTER FABRIC i` ,° 25 21j� / V 0 THE CITY OF TUKWILA ENGINEERING STANDARDS. - - - 3 7. AN APPROVED COPY 9. STABILIZE UNPAVED PORTIONS OF SITE AS IDENTIFIED ON LANDSCAPING PLANS Y OF THESE PLANS MUST BE ON SITE AT ALL TIMES 1p z I r�I CLEAN THE STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS, INCLUDING CATCH BASIN SUMPS .. j / / , 6 J - 1 - x13 1 -B -- - - 8. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TIM(WILA PUBLIC WORNS i0 THE SATISFACTION OF THE OWNER ANO THE CITY OF iUKWILA. I II -- , 1 1 MIT N6 - __ DEPARTMENT (433 -0179) MUST BE CONTACTED FOR A PRECONSTAUCTION MEETING. 11. REMOVE TESC MEASURES ONLY WHEN SITE IS COMPLETELY STABILIZED AND CITY OF TUKWILA APPROVAL HAS BEEN GRANTED. Z �, I `1 °L - 9 . CONNECTIONS TO EXISTING UTILITIES SHALL BE CAPPED OFF UNTIL CONSTRUCTION IS €€PANS - : S L 1 I � 1 , /`\ 10 LF 8 0 SO C I% %-" COMPLETED. NO CONNECTIONS WILL BE ALLOWED UNTIL THE NEW WATER MAINS HAVE d €C ' M I 3 ` s � M ~ - - - _ __ _ PASSED ALL PRESSURE AND PURITY TESTS. m iNgAl - a HI L 0 SD ELECI'PI,cAL 9 Z = 1 &]-- 22 STALL SI BARRIE Lum @bbl I% 2 CASP161q@ CONSTRUCTION NOTES 11T FILL QUANTITIES an of rd 1 1 1: 1 SPA6 SILT R r + -. - - FiF/IFVI NCffS C'0 ^ s 1 • 1 AS PE r TY) 1 �, i, THE 301N ODM STORM AND EXISTING CATCH BASINS i0 BE REMOVED Oft PRELOAD: NI LTFCIV V(l'NRT I C �.e ' ABANDNED IN PLACE A9 5 SHO SHOWN ON 81 BA1 S UTILITY RELOOA PLAN, SHALL 2,]00 CY OF FILL gU(ZU R 1 qNp ,ft ' ry \ FOR ERO o REMAIN IN PLACE AID OPERATIONAL FOR EROSIOIO N CONTROL PURPOSES SES UNTIL PERMANENT FINISH GRADING V r' o1'O IR T Av r 7 01 II I e I 1 - ` STORM DRAINAGE FEATURES CAN BE UTILIZED AS SHOWN ON SHEET C -3. 300 CY OF FILL AMVOI I9r I VA, ARC YAR1' fI . � „ _ _ (SEE GENERAL NOTE 5 A CONSTRJC S EQ UE NCE 7). 4 NOTE: VOLUMES ARE APPROXIMATE. 13 (PRM % ar 1 m - - _ - , _ AEgOVE 2. ALL TREES, UNLESS INDICATED ON THE PLANS, SHALL DE REMOVED. 1 > „ m � 6/ 1� EIISb. 3. . ALL SAWCUTTING, CATCH BASIN PROJECTION, AND FABRIC FENCE SHALL BE INSTALLED a JP Ecs 4 �, � \ RB - PRIOR TO SITE GRADING. -- I 4. ALL TEMPORARY SWALES SHALL BE GRADED W ITH A MINIMUM 0.5% SLOPE AND A 2X worss o lorc ni ev m P m _ o t T G - ? <, - -- - -- - F / EXISTING TREES AND LANDSCAPING MAXIMUM SLOPE. City slanaaals. A pa bI u r c' � `' � . C � B 1 %ISiCURB I' - LIMIT OF __ _ . y - iA- REMAIH ___ - _ am omssoos adopted s which do 0 m 1 0 V - - (1 _ - 5. FOLLOWING THE PLACEMENT OF FILL, THE CONTRACTOR SHALL HYDROSEED THE TOP aooplanaa a m Tho p b y i 'ti a � REMOVAL 0 RE AIN - - OF PRELOAD, ALL PRELOAD SIOESLOPES AND ALL OTHER EXPOSED AREAS for me adequacy Of design a a IN 1 N tZ V \ \ a hu \ I hie designer I ea Y . '�*�� \ b - _ NV64 accep tance a drawings a iIII Iq I date Il void II p _ au � /,4r,r,,aw ,[ ` » aa g '4 orc� ,4 /' R u „SOOVE M revseaaraw 9 0 5 q PP aI. - 0 p r _ "= _ - -- --�_ - � QR w A� Fne1 eccOplan 61 nFIa ucIpn 6YIU i 2 p o .c.� x � _ _ ____ ___ y a�o1s worus Tl lia spoc r r ., . .. � 6V S. 180 STREET a Qa l e: � e My � �e 1T 'MT. • 0 1/5 m__ REVISED PER CITY OF TUKWIL4 COMMENTS (1/2/80) 1, rill DRAWN BY DATE SCALE: 1' =20' SHEET w © m�M o MRS 11/17 95 LES SCHWAB TIRE CENTERS OF OREGON REVISED PER CITY OF TUKWILA CD/DENTS (2/7/98) o40‘44,, w` � DESIGNED BY HORIZ. ! Consulting Engineers m__ RAISED FINISHED FLOOR ELEVATION TO za.o'. 1T 4 MRS 11/17/95 11/17/95 1015 MADRES HIGHWAY TUKW LP LES SCHWAB STORE C -1 • � 96 IMM /MM GMw �' . � ' CHECKED BY yERT 12 01 Third Avenue. Su 900 PR I NEV I LLE, OREG 97754 RJL 11/1] 95 JOB NO. Seattle. Washington 98IOi N �� �___ _ _ _ _ ___ aPPRDVeD BY 95323.1 1 e. e. W a s in For I0I A9TA190 (503) 447 -9162 FAX (503) 447 -9133 DEMOLITION AND PRELOAD PLAN 1 DF 6 .. F'I FILTER FABRIC MATERIAL, MIRAFI VOX OR EQUAL USE STAPLES OR WIRE RINGS ADDITIONAL PIPE AND WALL OF CRAINAGE DITCH COUPLING AS REWIRED Q TO KEEP PIPE END „} TO ATTACH FABRIC TO WIRE 2'x2'x14 CA. WELDED WIRE TNIS PpINi FABRIC OR EQUAL PROJECT SITE _ HIGHER THAN TOP ABOVE FILL • it A 12' OF CENTER BALE ¢� I 1 MIN. ` ` STRAW BRIE � '� INSTALL PLATE AND 2.5' q x E �, o S TANE � pOI NT " BEFORF„ PLAC INC FILL l Jx k II 11 ' . GENFRAI NOUS 7 � � 1 . THE SETTLEMENT PLATES SHALL HE INSTALLED AFTER 6 � � EXISTING GROUND PREPAR LNG THE SUBCAADE TO RECEIVE FILL �. CY C1 j Y VjK x.O'V xR sx ♦C ��< SET BALES IN 1.411111M. _ =I _ SURFACE SEE DETAIL BELOW A' DEEP TRENCH 2. THE SETTLEMENT SHALL BE MONIigREO WITH CONVENTIONAL EXCAVATED i0 I SURVEYING TECHNIQUES. A, WIDTH OF BALE f,� 1'19 0' - BURY FILTER FABRIC 3. INIi IAL SETTLEMENT PLATE READINGS SHALL BE OBTAINED STEEL FENCE A IN TRENCH FILLED SECTION ale A SURVEYOR PLACEMENT TAMED ATE00 ANY PRELOAD FILL AFTER PLACEMENT OF THE PLATES p'. POSTS 0 4'0.0.(T%P.) WITH GRAVEL Biala o Y. AND PRIOR TO OF '# FOR DRAINS MATERIAL EXCAVATED FROM 4. 90401905 OF SETTLEMENT PLATES SHALL BE TAKEN BY STANDARD ' ; 0 4' TRENCH TO BE PLACED DIFFERENTIAL LEVELING TO THE NEAREST 0.005 FOOT. AND FILTER FABRIC FENCE DETAIL ® AGAINST TOE OF BALES SHALL BE TAKEN AT REGULAR INTERVALS. NTS 5 n AND COMPACTED 2'62' FINE AGGREGATE T , THE BENCHMARK USED FOR THESE READINGS SHALL BE FAR AWAY CONpgETE SAND PAO FROM THE FILL AREA TO PRECLUDE EFFECTS OF GROUND SETTLEMENT PI GRATE PLACE FILTER FABRIC, ' 1 I _ _ % V. 2' 51490460 PIPE ON THE BENCHMARK. .i UNDER CATCH BASIN GRATE 1 % V I, dg ( ..__� -J. _ / 5. AT LEAST TWO MEASUREMENTS SHALL BE MADE EVERY WEEK DURING G I THE ENTIRE FILLING AND PRELOADING PERIOD. PIPE COUPLING 7. FINE AGGEGATE CONCRETE SAND SHALL HAVE 100%, BY WEIGHT, OF j,I, 6 MW �6" MIN MATERIAL PASSING U.S. N0. 4 SIEVE. 0 S OW WELD ALL AROUND S s •-s•__ s , 7 ti I STAPLE (G2 EQUAL) i0 HOLD DOWN °� '�' 2'82'x1/4' PLATE �4 - 1/4' HOLES �' IN ^� N` FILTER FABRIC. 6 C-C (TYP) : 40, c EX IST CATCH BASIN ELAN SET TLEMENT PLATE INSTALLATION ON DETA I L Os ���• l NTS C -2 T 11 CATCH BASIN SILT BARRIER DETAIL ® SILT BARRIER DETAIL o NTS NTS P /L -35 , V - PRELOAD GRADES 1 30 :I I 2% ELEV = 28.0' - SAWCUT r: 4' 12' CWC BLOCK J 1 REMOVED my AH € , 3 n" FACE OPEN ENDS TOWARD GRAVEL TOP OF 1' EX ISTI Nf, CURB EXIST X( SCREEN Q WASHED GRAVEL W/ FILTER FABRIC 1 / 2 EBLOCKGSRE MESH � � RE `0 -- MATCH 15T ELR EXISTI FILL - -- /3 TO 20 PAVEMENT R5 ' E 9 5 � M co: 3B g W Ss b4 - HARDWARE CLOTH OR / - - - E GRAVEL FILTER a o ° ? E %IST INC GRADE - E 9 v a o f c`@ a a_ S n I 1 I 1 1 I o 0 E] C��� ' � <T - m 12 °MIN SITE SECTION E. €P s;¢� '.' 24° MAX HORZ: I' =2 m I II 1 1 I e IIIIII Il1 : e .o ''''" P/L qT L� E 6 '1,..t1 T,. I m 1 1 .lm � m PRELOAD GRADES . A ;) II ., MIN tr: INLET OR CATCH BASIN CRATE - SAWCUT , r: STRUCTURAL FILL II a EL -23.8 _ =25 11 - STRDtTUFhr n ZT2 - 1K _ ____ _ - -.. _ -_ �, 5. 3 BLOCK AND GRAVEL FILTER NOTES — ;"_ NON-STRUCTURAL FILL 'MATCH Ed ' EXISTING CURB EXIST -20 :TP 'n ° EXIST INC GRADE i0 BE ' BLOCK AND GRAVEL FILTER - INSTALLATION PROCEDURE �l REMOVED ) tl A. PLACE WIRE MESH OVER THE DROP INLET S0 THAT THE WIRE EXTENDS B. PLACE 4' CONCRETE BLOCKS LENGTHWISE 50 THAT THE OPEN ENDS - T ° � E D 15 A MINIMUM OF 2 FT BEYOND EACH SIDE OF THE INLET STRUCTURE. FACE OUTWARD. °PY 1 N0 IF MORE THAN ONE STRIP OF MESH IS NECESSARY. OVERLAP THE HN STRIPS. PLACE FILTER FABRIC OVER WIRE MESH. C. PLACE 3/4' TO 3' WASHED GRAVEL AGAINST FILTER FABRIC. SITE SECTION rF NOR2: 1'=20' /� BLOCK AND GRAVEL FILTER DETAIL RT. =r WF" ■ NTS [EWER - 1 1/5/96 MRS REVISED PER CITY OF TUKWILA C0M.1ENT5 (1/2/96) 1 El DRAWN BY DATE SCALE: 1' =20' SHEET • 2 z /e /96 MRS REVISED PER CITY OF TUKWILA cOMJExis (2/7/96) q MRS 11/17/95 LES SCHWAB TIRE CENTERS OF OREGON - 4, < JESIGNEDBY HOB( E. O mittingEnglneays TUKWILA LES SCHWAB STORE - 3 2/22/96 MRS RAISED FINISHED FLOOR ELEVATION TO 24.0'. is p 11 4- WS R /1]/95 1015 PADRES H I GHWAY C -2 O - `.. CHECKED BY VERT. 1201 Third Avenue. Suite 900 PRINEVILLE, OREGON 97754 114. 11/17/95 JOB No.: Seattle. Washington 96101 (503) 4 47 -9162 FAX (503) 447 -9133 AP'ROVED BY 95323.1 PRELOAD DETAILS 2 OF 6 - Nn DATE RY run. APPR. REV IC InN _. (206)622 -5622 Fox (206) 622-8730 Rey` -- ° ` tT i EXIST TYPE 11 54" n Ilan - - _.._ k tt p •? RHN = 219] tgY e IE(NS) =1583 — — — i ?a'7 g �1 r' I ` O N 3 / -_- EXTRUDED - -- .— f { W 1 „ 4 Is., ( ® 1 ., I I I + ' - - -I EX15i PAVEMENT - 20 C SCALE m 4 � ' ail 0 . , ■ 8 I AND GUTTER GRAPHI CA ' 4 9 i �'I - 1. WELT) T) 1`lJ SEE OMANI 5 TC , ET GL SEE tYwn =mtt 4r v , I f . - -- p , , ... - GEIFAAL NOTE S, E V 1 s Al I I iI 16LF12 0015x P.0.0. C u^ C " T MATCH INTO STLB PROVIDED BY BMGIMUSEN PLAN. f *f 3 n+l CA TCH MIN kYPE I I '4 ` - -- STORM DRAINAGE NOTES `" ( µ'��I I 22 i '` CATCH BASIN TYPE I 5 27iDF k ,� . �'- A SEE NOTE 5. Rif C-1. Y I i IXIST 5A1YCUi �- RIM = 2t50 i. IT SMALL BE THE ALE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL RELATED 'III, kk 3 Td' I . ra CATC H BAS T YPE I 1 INE IE = 1606 PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY. k i Yid ara. I 01 ID lxlWMm aoww � kk. ,,��3 GRADE LANDSCAPE m22 r2 EX 5 REMOVED 54 M NI- -93.BG / ! - 1 � - 11. n. SLOPE OF 5X TYV). ]. AIL PIPE DING SHALL OAFOAM 18 1e, ALL SECTION 9 0.](SM 7Y� T -�80 IN WIN A V F 2. CATCH BA.SIN TYPE I SHALL BE PER WSW STD PLAN B-1. CATCH E XIST CB i0 BE EXI = 1800 , - DIAO SMALL HE PER WSWi STD PLAN 8 -te. nlL LIDS AND COVERS SHALL HE PER 11E l ■ laid r _ �:. n 30" = 0.27/. ' _ � — WSW S70 PLANS. U 3 1 14 �. x z I R11n = 9 3� _. s ill EXIST C U 4. SidM DRA IN PEPE SHALL ON OF THE FOLLOWING: td•P heINS.E) - / i / I - SD - - , 4 • !? 1 � - CATCH BASIN TYPE I N e• ,, I vo s�I eW 1L A SDI 35 PVC CONFOIBAING i 0 ASiM 0 -3034. iik , II �� Ay B CLASS 4F #; rc 15 LF a 9) • B r _� W/ SOLID COVER I # / �p /I�� IE = tB `v0 BI CONCRETE PER ASTM C 14 RE I q'" �i - - 1`ip�y 54 LF 12'/0110% H BEGIN CURB AND IE 19.80 5 ��� [• / �I e1� C. A05 TYPE N-12 HIGH DENSITY POLYETHYLENE PIPE. 1 ° GUTTER A I� - -- - TIE MINIM PIPE COVER SHALL BE 20 BELOW FINISHED GRADE y r MATCH EXI I I _ I � �� CATCH A5 1N T YPE I q } K, ROO DRAIN I T II I f t�' 0 C - - -) 5. OF 0.5 GRADS DRAINS BE 6 OIAM PERFORATED PIPE, WITH A MBIMM SLOPE , 1 t"AM Y' is. 0 (TYP) 1 I I I X _„, lip pint IE = 1B 66 OF 05x ROOF GRAINS SHAIL HE 8' OIAM PVC WITH A MINIMUM SLOPE W 03X S y, 1' - r `' I I NEW '1 � _ 6. B CLEAR DUT SHALL HE PER WSDOT STD PLAN B-1ab. i L ES SCH ^ ti s 4 'kV) i C -5 7. SEE ARCHITECTURAL PLANS FOR ROOF DRAIN POINTS Of COMECTIONS. }3 4 ,n ,1 2 2 1' ' T1QE; � I, � f n. + aHs„ s = FF=`24k.0 W �°" � .. YA .:., ® EXIST l33 -- ' T AW P / P'Ra t IC 1960 I ..- � 3 1 t— � . U / i 1' � � 7,!, 8 1 LF 12'/00]5% I t A .j ,' }� 1 g 4 1 3 ' 1 ' ° — �L i • � � � 4( G � _ -- IM 3 4.1N l • • 1 I 8 I , �� � ` ] A / MATCH E %ISi PAVEMF 4 ;y T • reK At z 2 1 / i s : INS AS PER ING ' � ' S A WCU PR OPE P RU I€- I H r it 1 2 LE- ° 1 a. p ® a c re / \ i4` \ ,_ 4 y - .. + _ ",i 3 v G s I p,� 1 !! . � d I. - 9P e , l^ . - 3C _ =22.0 E �.. CAT f1 � Ae ° n \ -I I s RIM 12 I 1 �R 7 ' 7Y ; i 0. , .- # i , ® C_ 1 fi ,1 nl q d. S - y / 1 \I / '.` \ r e e Obx - ASPHALT CONCRETE © 4 " $f Q \ ..` ® ® 40, 3' �;, A 1 I I - -- . T PAV'T AS PER , 4 eli m `\ `\ { p = � -•`@ 1 , ,i_ = 2 3 .0 wi stand r bject to AI ? j����{{�L» l with 6 N c 1713 �s ` a♦ _ t— — _ Cl standards tl Acceptance bl a T¢�' �1 Ft ssN • MI \ 1 tB B O �� MATCH EXIST - -. - . — _.___ 11 3 ° alll PS C I A @3 PAVEMENT do th tl a tl ordinances. Th b n for I a PVC E.1? . U 4 .� P a i B A aelellans Y s lo ;1,41:44 ]� Ire Pic N.E. 1143 ate p' 11L yC ➢g 5o p these drawings after uer lHle tlele ll veld s h 1; + I '13 q � �_p� " "YK]1 efoe 5 LL e P`1L N —'s i 1" . DFu a =o ses 1E51:1 q : entl will reyulre a reeubm Ilal o f a if t# Eli TOP 5 g �o�.ao, -ra = — - -- ' ' 3 S. 180TH STREET _EL I t el oa o k e la =West in field Inspection m D ri {�`t,5`,i rel l 3IS Y I 6 . 1 AI{ AA t Y ' ,$, R P 11I , 1 1/5/96 Mi5 REVISED PER CITY OF TUMWILA CDAENTS (1/2/98) DRAWN BY DATE SCALE: 1 e x . ,.I qyl # $ z z /e /BS ME REVISED PER cHTV OF TUlcwlu cOMENTS (2/] /s6) MRS 11 ° Ba LES SCHWAB TIRE CENTERS OF OREGON 1 ' Y j D BY H DRIZ. Ma Er plFlea"e TUKWI LA LES SCHWAB STORE "1i i h m 3 2/22/9e MRS RAISED FINISHED FLOOR ELEVATION TO 24.0'. tY MRS 11/17/95 1015 1�(IDRES HIGHWAY iE 1 5 i t1 / /.t CHECKED BY VERT. ' < 1' ° ^ RaL 11/17/95 JOB Ivo.: 1201 Third Avenue. score aco PRINEVILLE, OREGON 97754 , „ s si x s4. Seattle. wese(ri tcn 980! (503) 447 -9162 FAX (503) 447 -9133 E M APPROVED BY tom aoauro role onto Aman43 PA VING, GRADING AND DRAINAGE PLAN c 3 „ , l ;( _ `, +�, J 4�1t11 L. ! " 5T v"l''1" t WATER LINE RELOCATIONS WATER LINE NOTES BY °TIERS 1. WATER SERVICE SHALL BE PER CITY OF TINWILA STANDARD PLANS AN] DETAILS. k( =I58II 517' a _MU - _ o — - J. MALL OOM N G AND W B ACKFPIPE SH H L BE PVCC. WR DF E, OR SSC LCETAIL�VAWZED STEEL PIPE. ' (' 1 sm. L(N 21=15 b0 - 2 c� -�!T} _A _.... _._ _... _ . - 111*i B.1MUM BLOCKS SRIORT CONSTRUCTION. NECESSARY A SR SERT� WONNECTION PERMITS FROM THE �- I' I W _. 11 j v — �_ _ — �-�- _ 1 7 . DOUBLE LETECTOR CHECK VALVE ASSEMBLY ANO VAULT SHALL BE PER CITY OF TUKWILA 510. DETAIL 7 N Hk s " I 1 — -... — 1; � - -. -- W -12 ANl ASSOCIATED NOTES ON STD. DETAL W -12. 1 ' NE _ SA SEWER NOTES; - \ \�\ 1 _ _k WATER LINE RELOC ONS POWER AND TELEPHONE BY CTAERS - _ �REI ooATmx BY OTHERS. _ _ GRAPHIC SCALE $. . a I I. SANITARY SEWER SERVICES SHALL BE PER CI TY OF NKWIL STMOA PLANS AND v _ _ z a w w I M1 F �a h: ° 11 � I �� � y 9 Ir __ \ S -- 2. ALL C OF SCR 35 PVC PIPE TO MANACLES SHALL BE MADE BY CORE- N-SEAL 0 x N RECYCLING _ - ry � \ __ ___. _ 1 (DUET) I At 3. PIPE BEDDING BOOT SHALL BE PER STD. OETA4 S A USING GPK MANHOLE PPROVED EQUAL. A "� l H I I i i 4 j1.---, I ` tO' l AREA \ \\ d . i s r \ CONSTRUCTION NOTES I I, Y \\ 1. UTILITY RELOCATIONS $HALL BE PER BAAGHAUSFN CONSULTING DOWERS UTILITY Y r ..' RELOCATION PLAN FOR HOME DEPOT, GATED 0-14-95 AND ANY ASSOCIATED ADDENDUM. 'v.� 111 - z1 Td `a a PLRRING . „ . \ , - � \\ \ \ _ _ _ 3. FOR FIRE SERVICE CONNECTION. I T ANY DAMAGED OR SIDEWALK �SECiIOFI AS PER A y � y I 7w -� Tn � � - - RE MIDAS Kg �� � �� , n Pi Ln IRIM PC J 54" k 2 i \ , , g \ R- _. — _... q Y x � ,Tnfi 0 — � 4y IiE0s =15.24 ( �, j �c� _ LIS'J7 a B u 2 re ____. _ .. S AP R t B• SS CO P.O.0 C J I � _— 2 R10 ' � 'I 03 r 1 r - - _ - -„ _ E =19.5v - REPLACE ACP WITH } a o IE 19. e� i SEE SHEET P-1 I 1 i 1 r ;n _- u _ __ —_ APPLLIIICABLEEPTH MERE a EXIST D A SEPARA dR 1 g SEE DETAIL 1 SHEET 9 I BAFFLE 0 W uaa D,POTS I NEW z 1 - - -- P J 6€ u i S SOH1yA , I 0 , i le VALVE ASSEMBLY RE CENTER I I BACKFILL T RI � 1e Mm z° Y _ Cd - NATIVE MATERIAL LOVE z 8 ▪ V !t. T F =24'.00 ?? C ONNECT TO EX. / r r 1E 9 - 0 I' F /• - I I!( GAS LIFE `+ 1' - ITA1LL: I FIRE ' ® -- - -- 8 OF REDOING • j XB WET I PLACED B YMC 10 x10 A TAPPING TEEE W/ 18• P d -• ED- a 1 _. _ _ - _ _ SA so Q pl y j l A GATE VALVE {FLxMJ) I® - } 1 ' V es_ IE -18.28 _® . . - -- _ __. ___ t 1 � = 6 SS CO PO.C. SC a L SEE 51E;ET P I a \ '\ I `a 1 1 2 WATER SERVICE � % } -1 - .. _ P P �TSu x A 6 a P.O.C. SEE SHEET P Z I 1 ' 1 W NG TRENCH SECTION ) e_ INSTALL I- 2 W SERVI + \ I ' e 11/4 GAS SERVICE I o. NTS 13, f t s W METER f 1 P.00 v„9 r ., 1 ,v { u ' - \ - � 20' WNG TRENCH ) � I . CONNECT 2 WATER LINE _ \EEO -- 1 2 , W \ CAP 2 WATER TO EAST BUILDING LDINC ° nl tl tl 4 tl M1 Y b t • hal agi 1 ns ` eas an i ������ the These plans INSTALL IRRI r M e. STUB AND ' DEW \ '' a e a PAC AT PAWEflTY LI City I a e A P: n a 4r o � a Ana A m II c fi iiii m i0 EXIST MEi D3 , rye n ne goer r1 d W I • I ne m Ft ° NM1 / �� r �� - rnefie arfiwm aafirt aa :fi ww ma a \ \ I 1 � aocap fine well re9ulra a re :uom !tali of '}r q - — � . ./ ` / E,AI tltl Ing6lor E66quanr 6roraL {' o H pvr: E \ , r„ ra Ito r — �P , 4 1 Q.... r o, c5a6._`. zz ' s.ee` vA F pr fie's enlficl to ne1e pp 7FCEl4�G 1 N! ' IL E' N„„ E. 1]4J CONNECT ' S B 1760 � e .na i4Ja --0° C k 1O r C CCT it pale 9r F w a °rke mly6ule6lr'pedor� 1 .. rene E5 L$ SHALLOW SSMH If F" PYC N 1.1) (S AB OIAM I BEGIN TRENCH 0 BACK OF WALK _ ... _ • UW S . LU H STREE MTk G 01192 , I.,: 9* A 61 A L ▪ E A ( , 4 ` ' (ud 1 1/5/98 LAS REVISED PER CITY OF IUMWILA COIMEN1'S (1/2/96) T L DRAWN BY DATE SCALE: 1=21 ' S W 0, Dy+4FA o MRS 11/17/95 } I� S 2 2/ 8/96 Nis REVISED PER CITY OF TUKWILA COLNENTS (2/7 /96) � � �, DESIGNED BY HORIZ � Cmeurtin Engineers LES SCHWAS TIRE CENTERS OF OREGON TUKW I LA LES SCHWAB STORE a a "4F '14 3 2/22/86 MRS RAISED FINISHED FLOOR ELEVATION TO 24.0'. . '7 .. Mi5 1 1/17/95 - 1015 MADRE$ HIGHWAY 11 y 'L i v .� /r w CHECKED BY vERT. 1201 Third AVeAe Suite sop PR1NEVILLE, OREGON 97754 � R 11/17/95 aoa No.. —91,62 FAX (503) 447 -9133 (` rk 4 Pr a "�`'; _ ° seems Washington sear (503) 447 _ _ __ _ _ _ __- _ -... _. _ .. APPROVED BY 9532J Naval am- cwx mai anaLBn UTILITY PLAN ! , x , . i ; 0� , :; � FI a �x x ' "' wa ,, x t � � FINISHED CONNECT ION IS PER PIPE INC ! GRADE - A CEOiE %TILE FINISH GRADE r ANEA BP DRAN AS , , TYPE 45 $ F , � , FILTER FABRIC APPROVED EQUAL SIDES PER OSHA •II STRUCTURAL I I paN^ra, gg i('" PIPE � - - -- REQUIREMENTS IL FI I II "; , H ■ / / SftUCNURALRDRAWINGS 'II II : I GRAVEL BACKE I LL I n N FOR DRAINS 1 ■t1■=11 =1 71i', w 4' PEAFDRATED PVC INITIAL B' PVC PIPE Al; I DRAIN PIPE W/ PERFORATIONS DOWN BACKEI LL loco 1 HUANCHING 1 i FLEXIBLE STOW DRAIN PIPE 0.5F MIN "":1111". , SLOPE C FRCM FOOTING BASE - PIPE LNG GAP END I�I , M�1 V � 1 ACTED CTES NATIVE MATERIAL o.J7 I t MAX. WIDTH 1 3r {4 ylf' (D +4' MAX) 1 jI1 Y W II { ? j • '. } f a ROOF & FOOTING DRAIN DETAIL . . 0 T: N E 1 . © AREA DRAIN DFTA I L �' ;, e' In e ® w S 'it hi ad 0 r r P/L !y 4 N9, 35 5' W ' d° 1T 1 ,3' . Ar7 ° c. 3.1101 k � , I - SEE PLAN VIEW FOR 3,,'w 1 - 10' 30 LIMITS AND PAV T S1X'C 1 ' 7 __ SLOPE i0 FORM MATCH EXIST .. ri 4I4 1 1 ),. DRAINAGE SWALE PAVEMENT r 4' MIN THICK CEMENT CONCRETE NEQ X ,y ` =< S °6 y I , EXIST • SIDEWALK Y PRELOAD GRADE o a c 1 V,[ 1 e K X' BLDG FF =240' 2.0 PAVEMENT 25 -_ J�A � u o . o a 1 y' 3 ,' I ^VI�)C�` I IvF' Er — F - CEMENT CONCRETE BARRIER , h " APC Ix'A 1 =20 _ _�.. PROPOSED GRADES _ _ _ - .. -__ -_ ,.:,.�,- -"°""^ 20 1 CRUSHED . USHFA SURi - o 1 CRUSHED SURFACING BASE COURSE. SEE SECTION B BASE.000RSFy r � A? SITE SECTION ® HOWL 1'520' P /L _ —Cane O �R` a P MT x P/L 5 SIDEWALK -30 SECTION A A— SI SECTION B— PARKING LOT 1 D {' w �� VERT' 1'=5' PRELOAD GRADE — - -� 6% -25 a ■7 F 1 �` WDGFF =24.0' L7X� ✓ ■ — PAVEMENT SECTIONS s I ONS DETAIL etit.„ II .' „ -20 wee b me purl • .1M,93$1111'' ' ''. • PROPOSED GRADE These plosneve been rev In 1 � Woeks Oeparlmenl for conlo Gx I, CTy sl¢nUa,tls Acceplenc bl l Y X _ eaa or 2ovs wn cn do nol m I ll 1 h v A IS aa¢na slenberae or ortlmen m p TIof W F 04 lee me a0equeey of 9 the tle 10 1 I l lly 9 10 (netle 9 Atltllllp tlltl II 'U lbls • ■� /� ■■�� eUp o tl 9 N Ihl tl 1 6 �y�p 7 ! oyis e v ¢ tl III q 1 Pp I- a Ig aZ S ITE SECTION pBD • "° vEO R2. Eem pt • UI a 1 m' pe¢r by y '�1'S 0; ' I mep hr w k mu nee P mr 0 11096 e VEAi: 1' =5' Dale- 150x, BY � CYA cHO aN@ > Yt �s n 1 DRAWN BY DATE SCALE: 1' = 20' V y (¢ - 1 1/5/56 OURS REVISED PER CITY OF TUKWILA WIMENTS (1/2/96) e 4 7i s I MRS D /17/95 LES SCHWAB TIRE CENTERS OF OREGON r 2 2/8/96 WAS REVISED PER CITY Of TUKWILA CONVENTS (2/7/96) , D ESIGNED BY HORI Z . 'C0119UItIFg Engineers TUKW I LA LES SCHWAB STORE (F��, It - 3 2/22/96 MFS RAISED FINISHED FLOOR ELEVATION i0 24.0'. ' L7 „.....5, MAS 11/17/95 1015 AIADRES HIGHWAY i ! 141, t NECKED BY VERT. RJL 11 /17/95 JOB NO.: 1207 Thlltl Avenue. Suite 900 PR I NEVI LLE, OREGON 97754 APPROVED BY 95323,0 aeattla Washington MCI (503) 447 -9182 FAX (503) 447 -9133 - I ` ° 4 '1TI$ 1 13 , ' r9t1a, R29-€F1.09 Par 00131 Rop-Am ( ) ( ) DETAILS ic 5 y Af - PMr I NSTALL 1112' RISER } • 3t,yb� i AND (1)6 RISER r FMB CRAM EL.-2 23 11� -0` II II II II -II II = 1I ' 7 - , 6' IPUNG PIPE WM II� ∎I �� Ilnnln �SPECRW L r l t ; AN I C SANPBNG TEE II� II 11 U -1I 6 -B' 6' GAZE VALVE P 3' -4' COORDINATE POINT LOCATOR tA_ tal ___ in w WHET II ' PPE '°- iii ( �. SLUDGE REMOVAL BAF I.E.= 18.85 N IN ELBOW ' P A YF A — A FLOW DISIRIBURON R BAFFLE INLET Ik �r 1 LE = 618.95 INLET P ,� L, L J OIL AEIENTIDN BAFFLE r :3; 9 �.: c GE FE (ir '°RF 7 .j ACCESS HATCH F�I ' X > , PLAN VIEW 1 1za NTS tl {�v GFNFRAI NOTES , ..f„ ( �{ 3 1. 1. ALL BAFFLE/WEIR PLATES TO BE MILD STEEL GALVANIZED 3 I 2. WATER DEPTH = 2 6' 43 f I. 3. CON1RACTOR T0: y5 F • 1 = GROUT IN ALL PIPES Ii SUPPLY & INSTALL INLET & WHET PIPES - - XI(' 1 R (INCLUDING PIPE ELBOW 8 SAMPUNG TEE). P ALL W /CLEAN WATER PRIOR TO 'START UP' OF SYSTEM. d- ,S P 4 . VERIFY ALL BLOCKWT SIZES AND LWARWS 0.0.' uNI 4. ML WATER 4PARAIOR SHALL BE MANUFACNRLD 1 a 1' pq Q BY PIPE INC. VAULT NO. 466 -5. URUTY VAULT N0. 660-LA OR 1'� ! I I AN EWIVALENT AS APPROVED BY THE CITY OF IUKWM. p Ev aa 3 s P LA BAFF 1 W SEPARATOR D ,F � c NTS W A f;S T 3(,34L 1 rt ( Y `Yr� 'n 4N� rys � � 1 A. ° Ir ? WHI k 1 s15 'Wit 11 2 <U(� W '1 • M ;, m = x A� M 4 NN S IN `\ These piens have been Iwed by (8O PUBIC 1 F L < l/ I Clerks Department for I ce wlth current �� {Ai', w y City standards Acceptance s current ubjectt ors ' GSt Y y ' till Fr in 5 _ d a l a ds or ordinances The rasp l ti UIy of h b1 9 } omissions which do not authonze for the adequacy of the design rests totally with V v a w the designer AEdltlone deletions or revisions to r d } 0 5 1111. 1 5 . • these revised drawings Ror aresu void this ry'VA acceptance a tor subsequent app mot of wIll 9 la thla date ill L v b14 1 P . f r Final e Pubre acceptance s Instpector, crop by ;ECEIVED 1 'i w3 D m. "1°' ay' y��„,,. p MAN 011996 ?,: t . y y 'I R STORE y Mts REVISED PER CITY OF TUKWILA COM.ENTS (1/2/96) 1 L6( DRAM BY DATE SCALE: P =20' b9 1d -- 5' z � © I 1/5/98 gym __ o a� MRS v //n /ss /as 101 LES SCHWAB TIRE CENTERS OF OREGON N 4t s R AISED PER FLOOR ELILA EVAT ION TO 2 N.0'. (2/7/98) O_ RA � ..DE ECKEO BBY VERT95 � CmsultlTgCYlple9d'9 TUKWI LA LES DETAILS p „ A r 1 . 0c �� RAISED FINISHED LaaR ELIW TO 2 m es �° MRS 1111/111771/9955 1111/111771/9955 .5 MORES HIGHWAY , FR a I 1 1201 _ ����� ` ° 11/17/95 JOB 9532 ea Third a e ue Suite soo PR 1 7-9 LLE, OREGON 97754 P.4!..:' ,. ¢. 1 -_-- APPROVED BY seems Washtrptm seal (503) 447 -9162 FAX (503) 447 -9133 - , . - , „....,.., F206) 822 -5822 'Fa (206) 822 -ep0 _ ^3 EXIZING MARSHALL SEEDLESS ASH ( --71-1e \ PLANT MATEPIAL LIST Mlnwum l Gode Botanical Name Gammon Name 512 ',pacing/Remark, ARR ACER 0310A RED SINSET RED Gammon N MAPLE 7 CAL. AIM ARLTOSTAPHYLOS UVA -LRSI MA HYDRO MA. HYDRpJ"NKNJILK 9' POTS 15 OL. GLNTNKVS'PAGNG NOR 7'H F.. XISTNG MARSHALL SEEDLESS ASH F.AG EONYINS ALATUS COMPALTA DWARF WTKf -D EWNYMJS 29' ' 11620=0" 2 - ARR 9 - CAL 7" \ FOE FRA%NR OXYGARPA FLAM' FLAI.E AM1 2' GAL. % dp, Scale' \ FPM FRA%N15 FEND WARSHA l MARSHALL SEEDLESS ASH 7 GAL _Ail = �.i PIM- •' E ) NM 9 FNM ) � � )- - ILL ILEX LRENATA LONVEXA CONVEX JAPANESE HOLLY 29' SFR. e 1 I _ (*An NJM <. V ILR ILEX LORNUTA ROTUNDA DWARF CIPFSE IKLLY 29'',PR : ' . B PLO Y IM ILEX M. BLUE PRINCE/PRINCESS CLUE PRNLE /FRNLESS H. )6' HWi. PLANT MALE/5 FEMALES j 1 PLO i 3 CO I, MA MAMMA AOIP0.LM OREGON GRAPE 29' I IGT. y g ��!!! 2 - ARR \ Y Y - - MAC MAFGNG AQLWO UM I.GNACTA GOI VACT OREGON RAPE W `,fl SHORE C My� NV _ _ PG PM, LONIORTA SHORE PPE 5 HST Qq �` rw \ \ ALM /....-.N- P LG PVN' GALLERYANA CHANIIGEER LH/vNttAfFA rem Z' GAL j Q 1 C� C � ` \, ( , Si . - _ _� - PLO PRUNUS LARDGfXnws OTTO wveeN OTTO LN'KBJ LAUREL Ie' 116T e ' �I.4' OR 4 \ .`� PFM PRUNUS MNO WOO DWARF W1 FIFE 15 hPR NOT SHEARED A� O 6 IGG \ 6 -PMA .j n II RR 0 - PLO- YQ V T AIM RD RHGDODfMRLN DfT1fbOF.S 5050 DAM-NODES RYtlDQ 15 "FR 11 4 Y B PLO '� � -_ / w veLRNaM Dnvu DAVD veuR s' •xa. 11, AMA \ `� ALM aa dada port 11, PMA N _ o 11 , 1 1 1 1 auw en now" 2 -PG O 1) -MA ' - ARR s FAG �Etlr TNG MARSHALL SEEDLESS ASH r -CO e ER 1 ,4 ALM �� � s .A.e r � I 5_M„ Aua s?o T l �GV 1 -nzR I ARK WIMPONOPPOHCAMC ��fr]! A s U Jd m ` I _ !II ntthr &._., * y i o bA !fl s PMn pJ6 1 - ARR l ` a ° °0 � � if q -PLO \a I s-P z - Pwi n <I P3 BP . /� VT qLM rid O 16 - wR FA [a ) EAG j I ALM < G� O �- fJ]STNG RED 5LN5EF MAPLES LEGEN ! W f C - F M A Li �� NDTALL SEEDED GRASS LAWN W wmerwen roww nTLr 5 vA y � nnn wm�>Re M% �-�-'{ `: rl 1 p, rtf T hL�(n TNS ASH rRff � / \ b " "" `' � PE �� A cON was T N CENTER A j I- g un 5a. MOY NK. a. 1 PLO - P $ X-vvre n s_nrM \ ® 6 . r- \ ewrwnoL w �ro�aa� � L %• / TO MIC,NT \ %u Ammar tore �v�unaIDlT�•. ILII f l I / �qW • C a ( I • — O. RELATN TO AP GL'[B OPS Gd r . sae RMnNYR K ILR II \- _- _- 550 BLEND TO MATCH 505500 555 5<5055 GPLCS SMOOTH V • TREE PLANTING DETAIL- \ -- -- - IF.EPER THAN as b ALM \ 2 - f'PM b O. O P IO - P M✓. I I X I EXISTING TREES TO BE REMOVED •. a L.ew 2 Pw (rig . A MA x exIS1NG MMSHAI.L xEa f;\ 0051 NOTES q CL • NON TLRF LANDS r WORK As NEEDED to oD cDN•LILT I " �+. - _ K WWEZ NSTALLNG -I/2' DEEP BARK MLLH LAYER GONI n 1 aril rt � ^ � LANDSCAPE AREAS O WOSK OVT. V 1� &'Fd7eL " 4 @� i -MECHANICAL n e - - 1 / WORK Co ._ nLM Ate fit ' � \ C\/' � _.. Dery s Crh sOT SPECIFICATIONS o y If � e . • %a,a - PG' �. � \' rry a r e vne s rnw.[ 00 /. I © 1. -. - -_ MODRGAIYJNZ TO 0wNrK FOR RESOLUTION PRIOR TO W I 41 E _ _ 1 5 RD- U 9 - VD WORK DLE ON SITE hi IOPhGL FOR PiZ WORK NO 10P100 IS AVAL \uvsotnaaasYTar,„ --- ,vas —ee10000 A _ EbSTNS MARSHALL SEEDLESS ASH 01 ON r 4 dda" t v v� a J - RD ALAI • E%ISTNG PLANTS MLESS bEKATE FO R REMOVAL 4 FS le ® 4 w zue tm n o 1'- ' I. - <05TCdE EX5TN6 0(5050510 DAMAGED BY NEVI WLRK 10 OWNERS G V • `�HRU6 PLANTING DETAIL O ID a /' -� - sAiUFSGroN CO a • 0 OA J - VP rvzTALL 24' DEEP 505510 Roar DARReR TO Mqw Ac 0SLS 1 SPEC. 1 I 1 4 n 2 P C ,,.' ( QI I ^ BETWEEN PAVNG AND WEE ROOTS 51154 45 OF PAVNG EDGES W. CLRDN6 1 r NSTPIS. DLRM ply ALM AL' 7 - 5 1 v ) 5005115510 MAN& ALTIRER. DEEP ROOT h 1 NSTALL PLANTNGS N ACCORD 4 110 WITH PLANING Pt L5 t n a t . /BERM `0 PAL YY IIO / ` FXISTNG 5 099 5 51 5005 PER LFNT P RVC AM 5555 DCD O RAN 9 rY caw,. �..� —. ^y�Y��� (( P FVJIaE T DEPOT APPRDVAL DJA ARKIW AREAS ARE `AU - I� lV _ _ -_ b • ��-- n � - ACM- 0055 eso At" , j �( eVG -- Wpq.• NaL9E5 7L r wfeDNS O FIKM TN5 LAW c E 559" O ^ , T tqL - V - ( �_ l m plans n b by in P bl 51.1AR To LEVEL L7= FNSN REaR FGR N LAWSLAPf ARf4s / �� \ - V �� � �/ �� / N k 0 P a t 1 I with current B VD ® � � FLO 0 6 -PL L_ a CItl l tl tl n ntl 1 IF bl ILII ' omedons 1 u a e cy I to a y t II/ w N ^p nnl 1 SIFN 2 A RR atl PI tl tl tl al Tn ��rlll� TO V ° °PR' � 541 tit eaM EwSrr.G RED SuaSET MnPLEZ i Th Od b6 OnS, de PQ. L� V - these tl9 PtlaA this 1 b 1 l l tl s . 1/ 0 W 1 the BERM H( PMNT. IB'HGT 6 nn �s / ' U r • r r r r r r r r rr r•rr rr r• ¢ 15 /8 rK I rte 003 eclpPP 1 \ \� > 1 or 1 pl and II q b ti / p+ B . PLO ,,,,y} W K ti • •/ VgS nt B 5w 'OCOC — In r subject or works intros la P n by •:«> =n w w aI� .. � 'more — - a o . 1. 1' 1� �n�innnnnnnnnnnnrnsrnn o 1 a &5+/71`6 41.4141iU41B Ir / r/e1i444UW/1 I � I sy man= have been rook:m d Py le Public - -y' - l y Sr AS - - -- Works Department nmentm TI /xA • os 1- : CM omissioins do not em 1 5 o l a ons - I adopted .landards ar ordinances, The responsibility - FOF EXIST . KWANSAN CFEtRY STREET TREES 101 the atlegLacy of the deGign rests Totally with NFLL 500 GOM°LLTE D019U: ROW OF VYF PLO PLANTS - Ina designer gtltl 11BnS. do s'ansor revacna t0 MATCH EXISTING I EDGE ALGNMEN 1 AND 001511 -TF CONTNAOUS S. 180TH STREET ssoMTS Inesa a b rewings rifler this dale Will void time DgLE ROW 1EDGE ft ANTNG 55 5IOWN nnnR and enme•p• Aral.slo. r Cepl¢nCe and will require B IBellbmltlll101 REMOVE AW REPLA E%F+TN 51 PUP V51101 ARE S ARE WEAK, DAMAGED 012 N W. Seventeenth Avenue s 100 p I5y eused drawing¢ fonubepuenl approval THY M5- SHAPED 0R OrHXw50 NO r 5000 SPELMENS Portland, Oregon 972500 • 1105 ' Date ecceptenaa ls subject tB field Inspection by ff115,001r),17—j95 Ismlz 1750 //S /rye he Pubic worke utilites Inspector pL an d scae Play �/ 11A Date By: IOC I to - /TV - _. - A _ 11- ° A. _ - A _ 0 , ,1 1T 11 NOTES ON IRRIGATION WORK --- • READ SO OR A N TA LTL ITN RRILATgM F W WITH WRTEN CATIO SPELFGATKKJ� • YORK WADES MAKNG REPV CgJNELTIONi TO POWER AND WATER READ FOR PROJECT - IT E MANUAL 50.RGF. S. LOCATE LOMROLLER WKRE GRELTED Ba OWNLR • LOI.FRM 60 Py AVAL8 L - - - 15TN.L a. 1 e .a.. v. TO LOCAL GOJE' AFTIX AT PONT OF COMFGTION ASSURE PONT OF 51V 1' LT 0 • • E GATE VALVE Fp- I-04ED SYSTEM OPERATES WI INDICATED PSI TO LAST LEAD FA ZOTE BY A 44040 0 OUALE CREW VALVE 5ArxFL04 PREVENTER d551 M E .RF NWAL ZONES p0 NOT DYFED 35 GPM -- -- PLR APRW E MA, TEE: NSTALL A RAIJBPRO 3 RL 0.GK LLLPLNB �, J VALVE BEFORE L01'l£4TON TO MAN LW NSTALL SNOW EACH TAX LOCATE [F5 AM MOODY WORK 0 AVOD DAMAGE OR CONFLG4 _ _ _ . _ ®R �.� OF Mat CHECK VALVE. NSTALL ENTRE ASZEWLY N PRECAST GOND VAULT WITH ll COVE: AND EXTBWMN% DIAW EN WACF. WORK NLLWLIAES NSTALLPIgN r NJ GRAN VALVES PER SPEC -- -- - _ -__ _- . AL Wi L PP EEPAEBJ PONT OF CONCION AND MAN WE TO C£ • WOW NGADES N4TALLNG SLEEVES AS LEWD FOR RRIGAIYAJ Scale: I t- a0' O" I vz _ -.. ZCREpAAND E 40 GALVANZED : SYSTEM TO ASSURE ACCESS A PROTECTION FOR RR 5514 _ -_ LOCATE Laca ROGATION EOLFI.£rvr (!# WOE RALLY GE 9 - 0 400n0 Ts THOSE 0 �r I/4' I/q.. LANDSCAPE AREAS - EQRACJT SHOWN ELSEWHERE N FOR BGE5 NOT NECEZSARLY MILATE ALL SLEEVES RELVRE0 LL nrsio m w ����- _ - i - _ • B' `� E ' D ' Y " WOMBAT WITH PAVW AND OT<R WOES AS NEEDED. e L ZQ 'milk _ /WIRE UPSTREAM PP B NOT SMALLER TiAN DOWNSTREAM PPNG I 1 / VALVE ✓ LAYOUT IS PACRAMMATG - ACCOMMODATE MOW N SITE LAYOUT _ AND SITE E03 OF I TO p', AtiFYNG 0501510` PPNS AM RELATED IM CpR T0 44 4 RENT TO FROWNS PROPER RRG4TYJN COVERAW y 32 • / - cei 'I/2' VALVE IV N \ P RESERVE/MATCH EMT145 RR. SYSTEM TYPICAL AT ISLANDS N -. -- RRIGATION E311PMENT LEGEND -- �_ . • ,01 _ STUB PROVIDED Br OTHERS N. _ _. 050RF F R2 3 2 4 1 5 0 4 4 _— e lip ,. � I I /q,. '' � � BALK REVPNTY.YJ hZEMBLY - SEE W S • Q RANBRD 3140 WO LOLPLN( VALVE I-33 a4JaC V IQQ •� N _ V I \ ' "- — MAN LEE. IB' BURY, SIZE -I /R' IM.ESS WORTED OTHERWISE - - N. \ N6. 2512254 PP 12' WRY, 5550 3 /q' L;WW2 roGND AT oi524011 f r ZCW9 40 I 1. 0 SLEEVE. 4' M1EhS 054 l '01 e1 SHOWJ P WITH IB' N. B LRV [%EIJ R 9 MJ BCY CO£ M BED MI '''''''M,, \ .' - _ RAPIBR2 PED SEW, AUTO CONTROL V ALVE, °° a € ' -� 1-1,, uMCez 2044120 Pr�RWrsE I Q. dT APPROVED ' AUTOMATIC CONTROLLER RAEOOP EZP B 5151051 Cl M III VU1 xi' WALL M04T 1503201 1 APPROVED 20641184 • . y i � A r VALVE' nMAYFR a En - VAL Il1N PER MWTC l el 1 1 1 - VALVE - -- ACN E;122 I I pp 1 I 1111 "yI —H/¢' E OOATFS WSW PPE WE V4 1 ..• I VPLVF . "✓ LS1 P ATTERN a 15LMp - TVP. O SE T TO 541005 0 0)AM` LL SENSOR SYSTEM W COMPLETE 4142 - i e SET TO 03100 0 GONIROLLE 3 SHIT TNG 0255 RR. SYSTEM IN WET L015gTR1NS. AVODN( LNJELESSARV IRRIGATOR p/ CO ;.l — al I S � _.. IRRIGATION HEAD LEGEND b •a1 I 4 , 5 - - — %ymb01 Manui Medal GPM P91 Pattern I I I PONT • Of CON ECINN (APPROX. 1 : rl S e • - NT ER FOR " -A O -- " " R IB3 BO e) )O • Ii t BAGKFLOW PREVEMIOry Az 20L { —_ ( - - - 4 III rn 0 1 O RANDRD 152 15101 61 30 :• N$ ALL- OLLER AUTO CONTROLLER APPROVED 40( . - _ -- ® R ANDRO IazGBES1 65 30 6 x 13 P yb 'v, I U C D OWNER - - I - m 5415040 812 -D555T L04 30 6'4 26 a 1 M • TORO II II _. '.. - 1 - _- el 10R0 TORO 316 -00- 144 35 �y p \ II i[ 1 _ O P TORO 304-00 'OJ 136 N. co L' V W WAND - TYP These plane have been review B TORO 306-00-01 704 35 [ 1 ^1 N �( 31 - Y l W lCe I 111 P12$110 IC m Tg20 308 -00 -03 r/rz 35 : — °' J / Department 1 - a - ,p ' C1 1 n tl N pt bl 11 THAI BRp 1012 50-D Y JO DI.BBU'R L S ` ti tl n M1 d I IM1 GI a ' � n - / S1 T 4VALV tl tl a TI 2p tidy GPM i in _� V v2' VALVE lor i ep v of a pn Wily m 1 �I S 20 b 4 ' -y E m a g Adam deletions to y i � I �° 19 I V2 1/4 `' O H /T VALV a p drawings h this date n G l01 IhiS � ll v4 ` a 1. 9 will require 11 subsequent ppi 1 a Gi _ F Ioral b ctt field i apechonby O a 0 I \ \ � \� - W C POP UPS AT PARKdp I t ea In er Ins Onl. t g. W VEILLE OVERHAWry try Public W k Y / , /' eCt y lev ^be ^.'I re: exatl by the publlcAR.B B"D LN ". YAW_ - \ - _ q.. 1 / - -S .93 -o s l WA � , ■ works Department tot Co 4 O ❑ 1 1 Date ey: wee, o a NIA W a pcJ 46 mo with n1 - -" City aalairas. Acceptance subject t - - - -- c[af l[A 1/C aov and omissions whICM1 40 nOt authonze violations of eta 2'35(32 adopted standards or ordinance The p EI1y :.. Tor 1110 adequacy of the 4094 t totally with / 24066PJ.L < - theaeO Malone, alons deletions th revisions /2 VALVE S. 180TH STREET these orawinge afterthl. date will Vo a this . e C TR A$° R acceptance and will require a reeubmnlal of Site inwnbs ane e r n m r e FIrCh the Public w for subsequent approval. q6 .- �� pe] N.W Seventeenth - iloo Ito WO rime, Oregon 9 I269 Final acceptance le subject to field inspection by p Plan (S031 031 DS -nth the Public Work arka ut1ngpecloL Irrigation �llaffi Date: By: inspector. /fV /lV __ _�_ °A_�.h_ TT a, n i '.a9 �I T