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HomeMy WebLinkAboutPermit B95-0284 - TUKWILA CHEVRON - CONVENIENCE STORE / ( JAJ tO V1 �13gS-DZBy MEMORANDUM To: Laurie Anderson, Finance Department \AN From: Mike Villanueva, Public Works Department Date: August 14, 1996 Re: Refund to Raj Sandhu Tukwila Chevron Hauling Permit PW95 -0293 This memo serves as a written request for a refund in the amount of $2,000.00 (two- thousand dollars) to be paid to Raj Sandhu. Mr. Raj Sandhu paid the City $2,000 in lieu of a bond for a Hauling Permit(PW95 -0293) for the Tukwila Chevron project located 10805 East Marginal Way South. The permit was issued on April 30, 1996 and work was completed and signed off by inspector Greg Villanueva on August 7, 1996. Please make a check payable to Mr. Raj Sandhu in the amount of two- thousand dollars. Documentation is attached for your records. • . 2 08/14/1996, 13:08 2066246760 MR. SANDHU PAGE 02 �Y L...; r i'o,..x!t , ,9c -; Vic,- 1 Sue Date: 04/30/1996 .,Late:. A.ppr•o+1al Letter: 04/27/1996 Payoe; No: G32 ?C4 - Expires: 06/29/1996 Site Address: 1C305 EAST MARGINAL WY Location: 1030 :: EAST MARGINAL WY S Start rime: Bond Number: CHECK $2.000.00..A Errd Time: TENANT TUKWILA CHEVRON 100.5 EAST. MARGINAL WY S, TUKWILA WA 93168 .OWNER SANr.HU PPADE'Ef Phone: (206)624 - 269 2C.:; 217TH PL NE. REDMOND WA 98Ot 3 ENGINEER CAVIL E''ANS AND ASSOCIATES Phone: 206 455-35%1 MA.LONE, 415 113TH AVE S , BELLEVUE WA 98005 CONTRACTOR LEE MORSE GENERAL CONTRACTOR, INC Phone: (206)922-2000 1401 *.'2 AV E, FIFE, WA 93424 CONTACT NIL fENN1'SON /LEE MORSE ti.CONYP Phone: (206)922 - 2000 1401 62 AV E, FIFE, WA 93424 'N • A . A' A Ar A A A r 'I •b A •A •k 'k •A '4 4 '/ A A W 'b •b •A k 'I A 'A 'k 'k 'A •A 'A A .b 'k 'b b •I. 'k 'A A 'A A 'A k •A k •k * 'A A k 'MIA 'A k •t •b A b •A * 'A Nan Check lee: 10.00 In;pecticn Pee: 15.00 Other Fee: .00 TO1 AL FEES: 25.00 AAA A A A r A k A 4 'A A A k k 'AAA ;4 •A •A A k •4 .• •I •A 'A A •b •A 'k A 'A 'k 'k 'A 'k 'A •A 'A 'k * •k •A •A k b .A •A •k A A 'b •A •A •A •A •k •A 'I b •A 'A A 'A 1 •I b •b •b lne ur•ae s i; ;r'ed hereby appl ;es for permission to perform haul ihng per attached map aoccr,•oance with the following conditions: I r :.a .:190'.t1q and coning shall he in accordance with MUTCC► for traffic 2 - C :•' • t.,•ae.; or' .,hall provide certified flagmen for traffic control. . Sweep o,• otherwise clean s tr•eett, to the satisfaction of Public Works each ,Yght arcuhd haul my route no flushing allowed). 4 • r :,.•L ; i'y t t t in..pe;,ror before 12:00 noon on fr•idav preceding any• weekend w u r' E•, 5- Pc 'mi t: i:; va' id between'; the weekday' hours of 7 :00 a.m, and c.3 :30 p.m. only. tt . .::can and , cmcv L•r :' i 2 from city catch basins in and around hauling • aoequ, ate. tempor.a. y ,ac•ce .s as not to interfere with other vehicle movemer; t or cause trucks to travel over curbs. c,•- r,1 :eh'c :es mu,.t ;nai,e co»iplete 'stop prior to ent:ering public right - - way. A k •b r 4 r .' r • 4 4 r r ► k • • r ( 1A A A •f 4 A 1 4 4 • A 4 4 k ' 'k W # A *Ira •A A 'A 'A b 'A •k k • A •A •I •A •I 'b '1 'A •A A A A I 'A •A 't 1 1 A •b A 'A• b 'I 'A 1** THE APi.LICAN;; ML ,T NO1'1r•'':' *ME INSPECTOR OF COMMENCEMENT AND COMPLE1ION OF w0RK A LEAST 'y HOURS IN ADVANCE. 433 -0179 Date 'A 'b •1 A r A A +' • A A A r A A . • • k A A • A A k A , , 4 4 I ,, 4 I k A 'A '4 ,A k •k •I 't k 'k 'b 'k 'k 'b 'A'b •b j :A 'b b •I ► '6 k •A •k i 'A 4 6 •k •I 'b •I •A •I i * •A I 'A * 'A a.PPRG'uEC. FOR IS ATE BY : JJS g ei Ira . utho:' i red Flec• it Center S S!lnat ur•e Date A r 4, ..... s k •• 4• a 'A 4 4 A 4 4 A 4 4 A A A• A A A •A 4 4 4 4 4 4 b* I A 'A A*** 11 11 ** I A A A A. A k 1 A A 'A I A I •A A. A b* A b •b •b •A A •k A l;r' ••i ., • that the permit holder whose name and address appears on t.;; !s ll: : sat i .,-.;;Cori ly met the standards and condition_ for the ap1','Oved herein, r E r:.a 1 I r•,;�re�:l: 's u;; Appr•o• : %d C+} . 14% ( .,.. 3. CITY OF TUKWILA Id: ACTP135 Keyword: UACT User: 1636 04/27/96 Activity Maintenance - Fee Summary. Permit No: PW95 -0293 Tenant: TUKWILA CHEVRON Status: APPROVED Address: 10805 EAST MARGINAL WY S 6888 &88&888888 88888 888888888&88888888888888888888 8888&8&8888888888888 &888888888£ a Calculated Fees: 25.00 Total Fees: ' 2,025.00a. a Additional Fees: 2,000.00 Payments: 2,025.00a a Total Fees: 2,025.00 Balance: .00a aeeeeeee888888888888888888 88888888888888&& 88888& 8888888888888888888888888888888Y OaaaaacTransaction Typeflaaaa. 1 Pay Full Balance ° ° 2 Partial Payment ° o 3 Pay Specific Fee(s) ° o 4 Assess an Additional Fee ° o 5 Display Fee Item List ° o 6 Display Payment History ° o 7 Display Additional Fees ° o 8 Redistribute Overpayments° o 9 Reprint Receipt ° o V Void a Payment 0 aaaaaaaaaaaaaaaaaaaaaaaaaaaaai Press 1 - 9 or V, <ESC >Exit, <F1 >Help oC, d10° deos/ G G a • L.:EPTIFICATE OF OCCUPANCY CITY OF TUKWILA • 6300 SOUTHCENTER BOULEVARD. SUITE 100 TUIWILA. WASHINGTON 98188 • THIS CERTIFICATE. ISSUED PURSUANT•:TO THE REQUIREMENTI 0F;. >.SECTION 307 OF THE . UNIFORM BUILDING CODE;;,:.CERTI.FY:ING ;THAT' AT VHE TIME I•S,SOANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE; VARIOU'.S ORDINANCE OF THE CITY 'PEGULATING BUILDING CONSTRUCTION OR USE'`AND 'ALL ° °APPLICABLE ..CITY` FIRE +CODE , FOR - 'THE FOLLOWING: Tenant TUKW,ILA :CHEVRON Permit . `B95 -0284 • Building .Addre,ss: 10805 EAST .MPRGINAL WY . •S.: ":�uite`'No: Parce 1 # ' 032304 - 9064;, Clwnr SANDHU PRADEEP iOc'cupenc.v: STORE.: • •• Occupant 'Load 4 s Occupoppv Gr� pun ,M .. T of Cont s. 7 r CONSTRUCT 32if.8 SQUARE FOOT CONVENIENCE • A 9 / 1 = s . B,IILDING O ICIAL f'.. DA E =,Y THIS CERTIFICATE MUST BE`';CONS,PICUOUSLY POSTED ON .THE PREMISES • City of Tukwila 11, (206) 4313670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: 895 -0284 Status: ISSUED Type: B -BLDG Issued: 03/22/1996 Category: NCOM Expires: 09/18/1996 Address: 10805 EAST MARGINAL WY S Location: Parcel #: 032304-9064 Zoning: Type Const: V -N Type of Occupancy: STORE Gas /Elect Wetlands: Slopes : .N Water: SEATTLE Sewer:•VAL VUE Contractor License No.: LEEMOGC231B1 TENANT TUKWILA CHEVRON 10805 EAST MARGINAL WY,,.S,.....TUKWILA WA OWNER SANDHU PRADEEP • Phone: (208)624 -2697 2023 217TH PL, NE `'-REDMOND WA '98053: CONTACT ROGER OLLENBURG Phone: (206) 451 -1232 515 - 116TH AV NE #202, 'BELLEVUE WA 98004 CONTRACTOR LEE MO1SE `GENERAL,COi1TRACTOR Phone: 206 922 -2000 1401.#, 52ND AVENUE EAST, FIFE, WA 98424 '` ***• k****** kktk** 4i**k* 4,* * * * *`* **** ** *. * * * * * **4'* * * * ** r ti!c *. *sir kkvyf * * *** ** *•kit* Permit DesCH'ption;,, CONSTRUCT ,3248 StUARE-FO,O1' CONVENIENCE STORE. : :' ;. SETBACKS Units: 001 Front r .0 Back:. tl Buildings: d01 ,./Left: 0 Right: ; Fire Protection. DETECTORS' ,f UBC Ed t,ion 1994 -Valuation: 114621.92 :,= ;`, ^Total Permit Fee: 1,-592.21 * * * * **411,:k * *'tkik *fit * * *'k** ** fit*** •kk *k *'*; **•k* *'Ac *•k * * * * ** * * *'k * * * *i *k* *k * * ** ab2,e2_ mr+ - Permit',Center Authorized Signature, Date,: '= I hereby, ;•certify that I have read and a <amined, thi s permit and ,know the same to ',6e tr,ue and correct. All provisions ; off ;law and -O'r dinan`ces governing th i's' 'work w i l l l be complied with, ` `whethe r specified herein or not. " The grant ing ;.,of this permit does not presume to give authority to violate or cancel the,' :.provisions of any other state or:, local`} laws regulating constructionx '.Or•.the p'erformanveof work. ,1 am authoriZed sign for and obtain this b' ing per '� c a Signature. ", i `� Date: 3 Print N ame . "T. fU i (...) , >tUt; -- 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. • „" > • .. �.... 11..:....1_.1 .. ,w., • ,..,,..,.,,.. ,.•• , • -, „ ,,.. ...,• „•.r:.... ,a,, ", .•,..,,. • ,..,_w_......_ _ :: .... uri • Y OF 'ruk wu_t ` ,. I A A ° Department of Community Development — Permit Center i • : 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 1908 (206) 431 -3670 Building Permit Applicati Tracking , PLAN CHECK PR�O JECT NAME n • NUMBER " 4 Ul-4� L-/'% CNGV ROI (QcWJ)M:6 ” S SITE ADDRESS SUIT O. . Pf 6 - o2ww • t O%o S Vp& J 1 A I 4t— W( S • INSTRUCTIONS TO STAFF , • Contacts wi 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. . . O . 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. a: ... r. . }. ...• .... ....... .......,. .:... .......t..: .: .....: •. •.�:: .. .....•......+ f,.:..... :::: ••rr:.• . . . :., r..,.. + r... f. . S,..........•...,.f,...: ..... :..r. ,., � � ? :f < }` "? •::: ........... . . : �.. ! ... ; .:. {..;... r .... , „ .., .,:•,•r.;.� .:;,;.;:. .. ; :....• :•:•::::r +.•r::r ::::r +:: •:•�,•:::• .; . .;,, : . .. +• .. ; .;. . r •. � c .,, k•.• f : rr::..•$ fr: •':•::2:•:f:•:•: :•. r:`•: hr ?� �i : is f ,• :J..['1 ME'N. § r .. C'.1J • .E:. '; S • •:.::: :+•:a•:d x::• »f;:•:�••::d� :::•rfi r BAR:.. M......' C.:... ....1?,�•...>” >.:1.:...::...:.. • � •�. • � ::.v::. �.:::::,, +:.• :,<. ::: N R {�.... .l .. N1 � }� .. ..... ..:�.. <r. .... .. .. +.: .0 . ..: ...... .. .. r. ..... .gyp •V• .. :. .r.:f.: i. r. r:.. :.. .r..... ..... .:..::::.::::::.,,:• rr:+' rr::.;; rx:•. ,:::s;9� ?.fifi'•rff;:;:•:•r >r,.. :•: <: :5:.:••:r:: ••:5'r•. ... ....... .. .,..:. ., +.r, r.:•.,•.:<+,:• �: .,:::,::: r.•.....:+ r.. s< 2..:<•::::<,Af. <•.�n.�:`Q.: :. : D >.: .. •, . :< c• 2<....:. .4.., , ,«,......,.<..... :..,,..,... : J. .. ...... ::.k.. ..♦.... i:.::.<:•,:::+?;•.` :::•':: ?i;a,::<.::<::<,r• ^:.r: BUILDING - q'2��5 CO ONSULTANT: Date Sent - (t- Iq - co Date Approved - 1 0-Qtc)- qf1 initial review 3- 31. -q6 , (ROUTED qS ---- c 1;4 FIRE PROTECTION: • • Sprinklers Detectors ( ) N/A FIRE 1 FIRE DEPT. LETTER DATED: 2..-e Q 9s� INSPECTOR: JZ Y R INm fT: (,PLANNING id �cc 4S-- ZONING: 1 L BAR/LAND USE CONDITIONS? •f No �f j 2 ( j ( ? j" REF�FRENCE FILE NOS.: • ( ( INIT SETBACKS: N- S- E- W- 4 PUBLIC 197( • 3,121 :h UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: WORKS • INIT: • 0 OTHER INIT: BUILDING - 3/ 0(0, BkVolta R TYPE OF CONSTRUCTION: CERT.OF000UPANCY? UBC EDITION (year): final review INIT: V 1 es 0 No Icnef 0 :UILDING /z( /61(i : n OFFICIAL • INIT: W.- • REVIEW COMPLETED ' AMOUNT. .CONTACTED OWING; DATE NOTIFIED )-q(.0 (,, BY: ,.....c L �/J (init. 2nd NOTIFICATION BY: (init.) 6 Q //O '15 3RD NOTIFICATION BY: + (snit.) Uk l t z.5 3 501.0 ' $ 50.00 01roero3 '- BUILDING PERMIT APPLICATION CITY OF TUKWILA ` Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 ' CPT < :; (20 6) 431 -3670 ..... ...... BUILDING: PERMIT =: FEE': <;` > : >� >�:,.. :........ ... ..... . . x:, "+�i:;;: fi r: �`iit: <.':i;;:':2: iii:: %:::i.�,'•:':. '• <iy;�' �i PLAN CHECK iLnit. BIJ ILDING'SURCHARGE � <`.� NUMBER 1-Y � � �.... APPLICA 'ION MUST BE OTHER SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ be DS & &i /a ice,! O 1 L L 62I, PROJECT ME/TENANT ASSESSOh ACCOUNT# • - cc pur epAr, D3a204- 9064 TYPE OF New Building Addition ❑ Tenant Improvement (commercials ❑ Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: eoNST N vJ ( N 1 6nsC Si?o BUILDING USE (office, warehouse, etc.) SeriNee s ‘14, /'oew ,i /en ee ie/ear zeiasr • NATURE OF BUSINESS: R yid sorer. WILL THERE BE A CHANGE IN USE? ❑ No C If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: J'ZL1S WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? CD ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ S•rinklers ❑ Automatic Fire Alarm S stem PROPERTY OWNER 1' / n or A PHONE 6,24 _d� 7 7 ADDRESS 0��3 0 " 1 f? io Rec�masLil )f - ZIP grocj CONTRACTOR 97 he gel d PHONE ADDRESS ZIP WA. ST, CONTRACTOR'S LICENSE #- EXP. DATE ARCHITECT 1/ - PHONE "1I ADDRESS 675. l FTNe otti 2-62 ger /e Vue CLJ!`} ZIP 9if BE TRUE AND CORRECT, :AND :I' M-AUTHORIZE : TO `APPLY: FOR :THIS P BUILDING OWNER SIGNATURE DATE 2/ , 9 ,,- OR PRINT NAME ., PHONE AUTHORIZED v 2G ¢S"�• �Z� Z AGENT ADDRESS J S/l a - . 4/j Ag.02, CITY/ZIP Reevoe f. '/P6?)¢ CONTACT PERSON ei . t % w' � PHONE 4 1 APPLICATION SUBMITTAL In order to ensure/that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER I AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by 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 abv u i` 4 T •r plan submittal requirements, please contact the Department of Co it »: - •pment Building Division at 431 -3670. DATE APPLICATION ACCEPTED I • ; ATE APPLICATION EXPIRES 3 ∎ _ c16 PERMIT CEN'ER - 2 -L1 LO ia�' 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 -0298 Issued: 03/22/1996 Status: ISSUED Approval Letter: 03/12/1996 Project Name: TUKWILA CHEVRON Expires: 05/21/1996 Site Address: 10805 EAST MARGINAL WY S Location: 10805 EAST MARGINAL WY S @ SE PROPERTY CORNER, W OF 1.5" WM Parcel #: 032304 -9064 Wetlands: Water Course: Slopes:N Water Dist: SEATTLE Sewer Dist: VAL VUE Type: COM No of Units: 000 Square Feet: Contractor License Number: TENANT TUKWILA CHEVRON 10805 EAST MARGINAL WAY S, TUKWILA WA 98168 OWNER SANDHU PRADEEP ,Phone: (206)624 -2697 2023 217TH PL NE, REDMOND WA 98053 CONTRACTOR TO BE SELECTED ENGINEER DAVID EVANS AND ASSOCIATES� Phone: 206 455 -3571 415 118TH AVE SE;;= BtLLEVUE WA 9800;5: ` ; CONTACT JIM MALONE @ ,- '' DAVID' • EVANS &: ASSOC - ::..'...Pho,ne: 206 455 -3571 415 118TH ,AVE,.SE, B,ELLEVUE 98005 ; * *k * * * * * * * *•k * *'k *?4;* • * *•k *:k* k, kk'* k***k**• k* k**,** A ik•? k*'*** * **'i4A*1( * * * * * * * * *'k * * * * * ** Additional Des•cr'iption. ' °'- Developer Construc'tiori Lo'st;.:; ^, .00 IN ;TALLATIONxrO>= ONE DEDUCT WATER' METER, 1 SIZE a METER INFORMATION': 'Water M`eier 'S.i ze .75 I Q u'a ria i t .,Work Order Type:;4,DED FEES ., Regular Conno - g e..'tion ,'. .;00 Acct Na 40,1/388.102 Install 00 Acct ..No 401'%;386.520 P.1 lan: "Check .'" �, AcGt No' • ,Tnsp.ect on!: N " ; 00 Acct No: .e401/.342. 400 T,u rn O'n "Fee : :00 ' ,;;,.. Acct; No' 401/33 405 Special; Connect,.Fe'e: '00 � fr Acct: _.No`: 401/388.101 `i, Othe.r Fee :;= , ; 00 .. �f. TOTAL "FEES :Y. ,'' : 00\ * * * **k* * *'kll**k ***** ** k*•kk *kk'k * *''*` *kA *"k * * •kk * * **'k *'k•k***** ** ** 4' * * *'kk*** * * * * *•k ** I underst'a'nd that the charge l rrur the meter installation port,ion, ,tthe water met. r/ ser.vice`,,,,instarl�•lat�ion is based`�.on "'the. ;'actual cosi of'ma't'e'rials plus labor inc +.overhead. I agree'.'t'o.. pa tiie •in•stal l ''ti �ri"fe Cd on the sign'Ing of''•thi,s application and the'.-balance,of the co�t,;wh`enf billed (overpayment wi�.l 1' be refunded) . Further, :' I a gree ta:' pay..;'the::..r. connection';charge, adnii•nistrative plan check '' -'fe - ;ihsp'ection'fee nd turn -on fee as part''tiof., this appl`i cati on . I further u,nderstand,}that the water service piping from the,. publ':�,c, to the water meter'' box:';,'' and ,, shut -off ;valve (corp j Y •. 9 stop) _hall be. constructed art, my sole expense THE APPLICANT''MuST NOTIFY THE CITY"I NSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT L ''T.`?,2;4 ,HOURS IN ADVA CE. FdR AN INSPECTI(NCALL 433 -0179. i gnature: - -,, C'5 _ .�. -i::: Company . S P'(v ) 1N V �_. _ �..� "`�► ** ** * * * * ** *'k'k* *'k ** * * *•*'AA ** * * *'AA k kk**A* k'•k * * "•k' * "* ** A ** k• *'k *A *** * * * *•k * * * * * * * *'k * * *•k ** APPROVED FOR ISSUANCE: JJS r "i v Issued By: Y[44- v_ 1 1.14% Authorized Permit Center Signature Date **' k** k******** kk• k' k*A k** A * * * *•k * *kkk* *A *•kk *'kk * *'k *•k ** AA *k •AAA ** *A*•k*AA•AA * * *k•k * *AA ** 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 • M C CI T} OF t'uK ILA Address: 10305 EAST MARGINAL WY S Permit No: PW95 -0 9S Suite: Tenant: TUKWIL= CHEVRON Status: ISSUED Type: PU -'W'M Applied: 09 :A1/1995 Parcel l 4: .r •� .P •1 , t a: 032304-9064 Issued:. ��_lr;...r lU96 4 w • 4 '4444-4 4 4 - 4* { - f •+ i• 44-4 4.4 4114A-14A a 4 a 4+ 4 4 i # i 4 * r 4 4 i 4 i' 4 44'444 4 4 4 4 4 : 4 ' 4 9 44 4 . 4 4 - 4 4 1 4 ' . 4 A i u Permit. Conditions: . 1. The exempt meter work shall include a State Department of { Health approved double check_.,•a.lv-e....a=Rsemb1y. . The deduct meter sha 1) •r'4*.ii�i T,�.t•iav�' �uwti�t•s "G 1:es in cubic feet. f •~ :3's,? ,P4. .. .4,?1,,w , , Ifi� 1:: pj, Z'' :..ti:3� 41' '. '-,i N. •^. 'l ^a r t; N. i *,..,,, ' . ',, i 4 t x' t 1 .L r`� ' .ti p 1 ., <I:x, r,� • �' v ' �' I ' l • ,, . ,° 1 k) ' fit .1 '..l• t, ♦ 4 1 it 4 '1rx. 4 �, .4 4 :' � .t \ ar r , . . D r ...,1 \ � t t G; ' 7 { tt4, t \;. j , 4 1 l e !'. x: r : , . : • .. 4 3 . ye t` . +i. \ \� • t .a s.Y \;'-',,, .,' pj:i�S �:ti�` S +i 1 it ,,' s � � , •.) :r '((Y t 1 i �' " ) efi fir. -,.,_ I 4 f i y ,� i ' ..' t� 1 1 ; ; , t el it 0 . : �.. `.. �, ^�� � �� , I ` 1 t , , (, P 1 t ry 1. ) i i - K: ) f ` \ t s .. ,. ' T42.!..%:..-.T....,4 S t k jl }, f,4 / •• r J v w - ,f ' 1 t sY i 1 j { �hC4G�- 7 a r � '•k t ~ 4i 111 D 'L.I i$ t / xr ",, s. , ''~,..�'+i,;,..,,,,,,,„ t`.� , y, i;t I ,\PA , 1...- A ; V r� r . "' � ' ' i I. if 1',.y J t 7 ■ fY z i k 5 f f t i i 4 4t 44 ,/ t` \, r ' , it Y,s Xr PA/ 1 -, r., t y � � d �tt � n ;� ..1 k Yt.,, i r tt G r/ 5 !• „) - . a� :Z ? . r r / • ' 4 t:'" 4 ;f � I ' lid I: — 'b 1 4 5 ..4 -I , r I I I I I 1 i i 1 City of Tukwila L (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 TEMPORARY WATER METER PERMIT Permit No PW96 -0076 Issued: 04/16/1996 Status: ISSUED Approval Letter: 04/15/1996 Project Name: TUKWILA CHEVRON Expires: 06/15/1996 Site Address: 10805 EAST MARGINAL WY S Location: 10805 EAST MARGINAL WY S,HYDRANT SOUTH OF BOEING ACCESS ROAD Parcel #: 032304 -9064 Wetlands: Water Course: Type: COM Slopes: N Water Dist: SEATTLE No of Units: 000 Square Feet: Sewer Dist: VAL VUE Contractor License No: TENANT TUKWILA CHEVRON 10808 E MARGINAL WY S, TUKWILA, WA DWNER PRADEEP SANDHU Phone: (208)624 -2697 2023 217TH PL NE, REDMOND WA 98053 CONTRACTOR LEE MURSE GENERAL CONTRACTOR Phone: (206)922 -2000 1401 52 AV E, FIFE, WA 98424 CONTACT NEIL DENNISON /LEE :MORSE GEN CONT Phone: (206)922 -2000 1401 52 AV E, FIFE, WA 98424 *** * * *•A* * * * ** ** ** * * * ** **********• A****************' k**' k*'k* 'k ** *'k'* *'k *** *** * * * *'k * *'k *** Additional Description: . INSTALL ONE:TEMPORARY WATER METER, SIZE' 2.5 ". Water Meter Size.: 2.50. Quantity: 1 'FEES: 100.00 Work Order #c 5110R Type: TEMP Account Number: Water Meter Size: .00 Quantity: 4011 Work Order #: . Type: Water Meter Size .00 . Quantity: Work Order #: Type: *****************************************0********************************* On the signing of this application, I understand and agree to the following condition: & agree to pay the deposit Charge and the balance of the cost when billed (overpayment will be'refunded ). . 1. Temporary meters are to be used for. only one project at a time and returned to • the Public Works Maintenance Shops at 600 Minkler Boulevard (433- 1860) within 24 hours after the permanent meter is installed, or on /or, prior to the expiration date of.this permit, whichever is 'sooner. 2. If temporary 'meter needs to be moved from one hydrant to another at the project site: . a. The , user -'.m possess a hydrant wrench. The use of a pipe wrench will result in the user purchasing a new hydrant operating nut and /or revocation of this permit. . b. The Tukwila Water. Department Must be notified in advance of the move to allow coordination with the Fire Department. 3. If temporary'meter is damaged, user will pay time and material to repair said meter.`' ' 4. If temporary meter is lost or :stolen, user will pay the'replacement cost of meter. THE APPLICANT MU;,T NOTIFY THE CITY INSPECTOR OF..COMMENCEMENT AND COMPLETION OF WORK AT LEAS UR IN ADVANCE. FOR'AN'INSPECTION CALL 433 -0179. i Signature:_ ! _ __ Date: - _ ,eQ /" G ` f lo t Title: L ds�i{x. -.. Company /.L @`Ss? .�' A• AA********' A**** A*' A/* k* A***********' A************** A* ** *'A * * * * * *'A *'A* * * * * * ** * * *'A ** APPROVED FOR ISSI C BY: JJS '^ Issued By:____ �Q %..:_t_.:33.0±2? Date: _ LW _ — q 10 Authorized Permit Center Signature AA' AA*' A' k****Ak**** AA' A*• A**' A* A****' k**' k******' A' A****A*******' A *'A*'A**'A*'A **'A*'A *'A'A * * ** ** 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: Date: Inspector Signature City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SANITARY SIDE SEWER • Permit No: PW96 -0011 Issued: 04/23/1996 Status: ISSUED Approval Letter: 03/12/1996 Project: TUKWILA CHEVRON Expires: 10/20/1996 Site Address: 10805 EAST MARGINAL WY S Parcel No: 032304 -9226 Wetlands: Watercourse: Slopes: N Water: SEATTLE Sewer: VAL VUE Type of Install: PCOM Number of Units: 000 Exist SO FT: Add SO FT: New SO FT: Contractor License No: TENANT TUKWILA CHEVRON :: Phone: (208)624 -2697 2023 217TH.•PLNE;'•REDMOND WA 98053 .'; OWNER SANDHU PRADEEP `''T`' Phone: (208)624 -2697 2023 217TH PL ;NE, REDMOND i WA 98053. ARCHITECT ROGER OLLENBURG ARCHITECT Phone: (206)451 -1232 515. 116TH AV NE STE 202, BELLEVUE, WA 98004.:`: ENGINEER 'DAVID EVANS ;& ASSOC INC ` - Phone: (206) 455 -3571 '4.15 1'18 AV SE,, BELLEVUE, WA 980'05: APPLICANT ROGER OLLENBURG Phone;: (206)451 -1232 CONTACT MM Descript`ion. INSTALLATION OF A THERMACO ;GREASE- .INTERCEPTOR FOOD' PREPARATION AREA UNER 3-COMPARTMENT SINK. CAR'? WASH' ' CONNECTED TO SAN. SEWER/VAL VUE SEWER DISTRICT AND HAS THE OIL/WATER •,SEPARATOR INSIDE THE :CAR WASH/LASER WASH BLDG. METRO APPROVAL, LETTER' DATED FEB ". 2 96_0E OIL /WATER''; SEPARATOR IS ATTACHED PART OF`,THIS" PERMIT. THE' 2ND" OIL /WATER "SEPARATOR .IS PICKING UP RUNOFF ;;" FROM AROUND FUELING• AND CONNECTING TO NEW 6 '•:yC"AN'I TARY SIDE SEWER PIPE. ,,, * *** ** *•k **'A6 k * * •k'k * ;k **• k**• k k• k* k* k**• k***• k* k*• k • k• k*' k* k** *` * * *' * * * *•k *' *. * * *•k * * * * * ** In:gec.tion Fee. 20.00 '.Acct No •402/3 Hook UP 'Fee: .00,: f Acct No 4,02/388.102 Special Asses sment: .00: ,Acct, No: 402/388.101 TOTAL FEE': 20.00 •k k•k•k•k**•k* k k•k* k k k 'k **•k k* k* ~ kk * *•k k* *'k **•k•k *•k* k***• k *•k ** * * *,k * * *•k•k *•k * * * *•k * * ** ** THE APPLICANT HEREBY ACCEPTS THIS "PERMIT AND AGREES TO ABIDE.�-BY ALL APPLICABLE SECTIONSOF THE CITY OF .; TUKWILA MUNICIPAL CODE' ";AND APPROVED PLANS. WE ALSO AGREE THAT CITY OF TUKWILA 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 REAPPLI,CATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF''TUKWI LA AT AN' ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. EOR AN INSPECTION CALL 433 -0179. Signature: 2 'I '' Date: �"� — Company: 4 H Ll 4.11-t ∎/• a A Title: r � ** ****• k•*'A** * ***** *•**•k k•k * •k *•k*•k ** *•k •k**•k•k **** **•k*** ** * * * * * *•k* ** APPROVED FOR ISSUANCE 1 l ��� , � B,,Y : JJS Issued By: \ =� ��'�.0 9 �Cr��. ' , T5c L _Q _ i� Authorized Permit Center Signature Date *** k*** k* k**• k• k* k'A* Ak* k* A* 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 • Pe:..m No: Ptt.f95-021 Issue-0: Cd..23:1!.:P96 Status: ISSUED Abo•cva! Letter C3.:12/191:f6 Pl TUKWILA CHEVRON i f* : 2C.; /1 996 Address: 10805 EAST MARGINAL W • Location: 10305 EAST MARGINAL WI S Parcel #: 032304-9064 Wtlands: Wrercouye: Sopes: N Contractor: 10 BE SELECTED LIcense No,: 'TENANT TUKWILA CHEVRON 10805 EAST MARGINALWi.-S-4LIKWILA WA 96166 OWNER SANDHU Phone: (-:'06)624-')6517 2023 217T1.1..-C:' ENGINEER DAVID EVA`ili46. Phone: 206 455-35n JIM PillOttlf:?•. 4,1 iAJL BELLEVUE.' WA . . 1 9 005 CONTRACTOR TO BL. 1 .ELEOEP - - - C:OKTP.C.T J.111,Mk.LONE. .4Y'OP,VID P,T 206 3,571 4/1. 'AvE ' ‘); 9 03 E;'• , , *4 '4* A 4 4 . 4 * * 4.* 4 4.L.b4 44-4 1 k .4 4 :14 k r *lc .4, 4 * .4 4 A A F 4%*:..4 k '444, * A • Je . 4 *4 4 fi '4k& 4 k • '';‘' A.00 on : ' L ArC) .;L 1EJ NG 'FOf,.• PIE W v 1H CAR ;. X CU D WILL L EXPOFITED a 250 CU . or-"sAcKrIlL WILL B.EJMPORTE.,: Grading/1411 EJ11: 5 C; 1:1:1 t: a I 1200 t .4 F ee: , „AcCount No: 4 .1:0,p P 1 n Ch eel< : ' No: '. Pn 1 • .000 6 90• on : 'A 'A A * .4 'A '4 4 4'41 . 4 4 .4 sk . 4J,li4 .4 ;4'4 '8 .4 11:4'1,4 4. A 4 4"A..*.* 'h 4 4 'k k A' 4 * A 4 ** A 4 ,; • • • I heretwk4 I have read and'exam_tn04th tht„ ,ome " 4‘ ) to be truewnuop'vpres,L. All provisi this wori% CO4Pedwith. whether speCliiked'hereyn nOt this permiAaioeinot presume to givei or'canel the provisionsv0\any other',..,,state or lo9a0 cohstrtii.ilOon or the performance'**,...worP.,i am authorize&to iTg&Jriji Land Altering perMAt„ become voT*lf tti is not c.ommenc;ed with*130i' froW.th,e Of js'smince,df ,the', is suspended or a6a*oned for a peri64'Of'f80days froM theAa:St inspection. r• THE APPLICANT MUST THE c1 TY OF COMENcEMENV AND COMPLETION OF WORK AT LE!?:3.1.-1 HOOSI,IN ADVANCE • INECT14M%4 CALL 433 -01Y9, ., " Signature:_ ar- 'te• A k .4 I t .r . 4 1 4 .4 l c • .4.44 '4 •.4. .4 * k * 4 ;4' 4'.0, •4' . 4 4 .4 * k * * .4 * *Fe .4 A k . 4 .4 .4. * * 4 APPROVED FOP JjS a5c D.ate:JA. (D3 Authorized Permit Center Signature 1. hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions - for this project approved.herein. Final inspection Approved fiy: fla tie : - . Inspector Signature , . . , . . . . • , • . • . • . • • , . .. . . • . . . . . . ' . , • . . . . . . • . . , . . . . . . . . . . ' . . . . . , .. . . . . . . . . . , . • . . , . , • . . ' , . • . • . • . . , . . . . . . , • . • , . • - — . • • . . . . . . . , . „ . . , , „ • . . • • • . • . . . . „ .. , . , , ... : • - : • . „ . . . . . . . „ . . . • . • . „ , • , „. . . „. . . . . . . . . , . • . . . . • . . . . , •. . . . . . . . , . . ' . .. . . . • . . . . . • , . , • . . • , . , ' . • „ „ • . . . . ' . • • • . • . . . . . • . , . . . . . . . . . • ,., . ..., it - t •• ‘...} .. - 1 1‘.....,; CI 1 '1' oi'-' TUKWI LP. A d d r e s.s : 'I 0805 E A S I HP. PiLl. NA L WY S P e r ra I t: N o : PW9c.., - 0294 Suite: 1 en a n t : 1 I L A CI-if:NI: S r a to s : :ISSUED Type: PW -LA Ap011ed: 06112/199 P r c ( *: 032'304-9064 I s s ti e d : 04 / 23/ l .996 4.4*****4**44.1.***44..A.k.1 Permit Conditions: a. Temporary erosion control measures shall tip implemented as t h 0 . f i r s t . o r I , : i e r of b u s in s s . . , 4 : : t . . . i p . t . ' I A 4 . 4 3 , 3 . . . T : ' . . . z . t . - 1 . d ■ m e n t a 1.; i oil of f - s i r e o r i n t o e ...: 1: t. i 99..tisf.apil‘ltalrii`a:12:ei14:iJ...) it i 2 . I ho s iv e :I, a I I h a .'d er•1. t e r o s i c:ii ' ii m e :"-% .; ti r e s i n ..............- .., 41 plaCe as soon irial•Rpt.:':,11)4epAivr f#al gradTiv.ta0As oeen . C o m p I et d a nsi.r r e . 7 te.:!, ',t1 1', t a 1 ans p e c Cif on . ''' 3 . Fie ti ii n ;j 0 v,1?".,';.:-,:- oy. S h a'•!, : , ..1.E . 1.4ti 1. r e • a Or.. ; c,..,4„:1;1$Ft.,: cr r" a u 3 i no . , 1,,,! P e r ml t prtc;:r„ t o 'axx ass c i a t d a c r iY i r. y' :•''' p,', ,, ....,...., ' ,:::,..\::::,%, . 4 . I h e d e v e o'e fe• <S,PraI1N-'. ii e r i - 64; * i1!) ii; i” i t t o t h :i...i r. v,...... Li i;:i'.. li;1,1,... i• e .7, (..4 '.1 xt• oft ' • ' ,.., ko - t ,,, *Vi ‘ ' '•::,:, - I 4 t.:. 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I 1 ( 1 ., ;1 j ' 1J''' ; ;` ;' "A ....... ,,,, ; , i .• ,..., ,;•...:.,,,, , ,, i , •••'" ''''...../ ' i ., ,,,, f...,,,, i ,,,,,,,,----'4 , 1 ._ 4.. :;:•, .,,,, ,,.'.'!.'' 4 -;,..■.. .: .4 i't:. vanvzh.,•,gi , •,-.,---,- - ,,„,,, ,.,, 1 , .—.-- .i, .11 "" 'sr ,,"" / , \ 'il\ ,y1..1..,-..""-----'•-1 r 4 'i ',..' • . • OCI:__ 0 ,....---7. i N.Z.,, 1, \ \ \ i 4 r CO ilir, ' 0 •.,,,,- --,:t ri• . , 9 , %, 0 0 4,,s ,...,,c.per "N fi..., \ ,., A :,, ,,,,,, ,..... c o fi ," • 'I ‘' . 1 1 4'. 'qr /a . '‘• .i)tr Al vt4 c. 0 ,l : 414"4.:47,:, i • . „.,,, ,t. j t ) 10 0 I 'V \ 't•S . : ( Or * it ' 4 4 ‘1,,,/ . % / 4 'AA , . , ...,,,,,,x 6, • /9'7 .,,,,,, ;.t.. , q• • 1.,, ,. 0..... , ',..:4,-: ‘•,•:•,,, . '' e'`, , j , i' , ,V . :,-, ., ,/,;•..-.:.- -4 iN v .:, p., :,.,, ,,,,,,;., ..:,„ ,•:.: ` '''' i'‘,., ,././ • '''&',.•';‘,„, ,,,,„,.,'. , ,,,- - .4.!, , „. , .:1•1, ,,,,Q,,,, 3 ..L „ ;) , .. ,, , ...• . 4k, ■ i• 'i I • y....„;,• „..,..,,••:-...,';'' 9 ,.•,-,, f,. , ,i -• 0 ... , , . • • -,;;f:.4. •: ,0 ,-.!..„,'%;•-..,. - ,...„,:. ,_,,,•,., ,,..7..y ,,.. , !•..1 . ... - ,.....:!,,: • . . '''''''..;;',=';',::.:::..-- . ''''''...': „..,,,,..; • ....:, - • - - ...• :,...:, " • • . .. . • • • . . , . • • ?IN- [y(Nn t5 r STREET. US • . j x N a - .PW96 � • :01 , Tsaued i'f)7 O34lra�a ttm R, ! . :S1 - . t'u'8''" ISSUE[►, . i. Approval : Lett e. r ;07;%0.3,/`1'9% i1.) ' ` P$ 01 Etrt '•TU WI LA' • '.; • E'kp.ia es 1,1:'/.3[1 :I996 , t ; Site,,Add,t:e•5..: ";;10,3,05 ,EAST•. MARGINAL' WY S . ;s: I :, ,t r ' S 'i' ��Lo a't'15orr' 10805 ,EAST". MARGINAL WY 'S',' RO FRtrMTING At UPE:,,, , ,, ,' ,,••• 'Par ae1 # • O323O4 -9064, Water ^rour•1'e.: ' • r '�1': ;f l.Wet,lands; ', -} . : 51 a rses : N S.ewer; VAL VUE - S EATTLE ' .i . t. , Wa ^ ,: Ccor►trac trrj k Li cease; No. :. LEEr1%'tiCt.31E1 I . . p ► TENANT , , T.UFWILA 'C.HEVRON. . . ;, :r , r i ' MARGINAL. WY �i , '• T u 9L'16Z' ` ',..'1....:. f , '..1.:... I • . ... ._ EA., T, ( ''OWNER , PRADEEP :� ...:.. KWILA' ..:.:..::.:. W • • 2 112 3 ' 2 17T H '. PL NE h�Erifijokr 'Aq.s.� 115i z •. s ' i, = � .,.`:. ' S 1Y ' .,,q_ .... `' w.., .,,;,� f ;;, t>•, i <` 4 „' 9. Fht7rll..,. c � r EN.GINEER { ; DAVID• •EVAN '- AND L;PA:,5,,JC - -`•.w; -b•,1 .;.,-••• , , y 116 4 r s I ►71 , ► � ?S r : '.ilf , s 41.5 '1.18TH 'A C: E," ~ BELLEV,U E1 WA' .9�'3 � 4, :1 r r ; '' PON l ' ' BERRY „ 1 , . ,� ' , ' 4,,„ . '' ,,;, w' "' i4, O 2 E► '1111 - 9862 �; t, "�y' : , ,, , ` '� ,, 'L EE MORjg, ,AI It 'ACTOR'' 14 ' Q�1 52 D �, , 'r:,'' if WA,-;••'9 9 :' fi LEE: MQ�.F. G gSA .` CO CONTRA►; T , C ► R p, q.• , • : . IAVE' � .ys'F�'ilune ; ' 11 4:: ,9 22. -200Q 1 ' . 1ititl1 ! ' 1 1,{ 1 i� 1 . C' '7 l r''. . � t t „ 14Q1' k �.N D , , pUE�JUC EA.17; _<> F' 1?FE . WA `JLl4 tii 1 '''' ; k,kk &/ r 1 Fk k � k,' ;r4k�a k •k' it ry kti` .8 , ' k• k• k• k ' k' k• k •k• * ;ft,*., � k � 4 ; .' kk•k • k•kkA ,j ; 'Add,i,t1i o nal Pei,�m1 D,e:c,�ri•pb,fon f • v 4'w1;. . C ' ) • 4 0' . '' 'r fir, , " it " ,'DIGCING H .Ft1R ':I,ATTLEr,, C,rjr LIGF�TCINOLIIT I-Pn ?\ i } `30' FE E T /� � 5 j P '' OU1T1H 'OF EA T• me WY ACCE:� S WITHIN, ' .rr ,X 1 • ;;.. ;,rye ap pi;l.�i;cat i a; nd rte ' e• of the Sperm t t ht�ouvb •thy C: k:y,' n: add i t • on l ' J �,t a �i + 1 f {1, ( } t �+ 4 n ' . .. ^�'' ,5, �', : ., t j :1 ,t, ` r . . r r , l;i, 0i) it ••, a r,, r:r t:, 3 I i ; , '' THE : ► ANT US \ NOTIFY' THE' CITY INSPECTOR OF COMMENCEMC1N,1` AND OFi rAT•:L EA'ST�``2'a Ht�UR�, IN ADVANCE r "ICHEDULE .AN I.14 ' ECTI►)N CALL :i... ...t . r•; �{ ,;, � �'' , tn , � . - ',.E.':-. ,� , , . f •' ' i.te, `•' ` • / � - ` tf .t 1 P' ft, 3 ' � f y t�J + �!� s ' � ! 1:.. 1, , 1 � 7..,,' i ro � - 7 ta:R ... ,r' ��c. � 1 . ;••• J i grraGure : -y v , • z.. .,.... _ .-.r._:..,M « n .. .."D a .te,:,. 4 p.w" /.3 /, J . 1 ” % k 'k • k A k • k: • k k • k ' •k . k •k •k 'k, •k 'k •k •k.• , k : k 7k,;h * :*i; k'•kk 'R °k••k ;�1�t t •k ; •" k k'•l k •k 'k •k 'k 'k 'k 'k • k 'A 'k •k •k •k •k b k k k 'k k k k 'k k k k 'k ' ' `'', APPROVED FIR • ? LUANCE BY :.2) GAV . r r .,I ued LL3v ►�, ►���' _ • Date : . . - , , A •.P •mit Center .,ign�atctr :' �•. : ':'•i; � '�:• • k; * 'M • • •'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: A k •k •k,'k 'k •*•; k k •k. * 'k 'k 'k :Vi' h e r eb' _ v ; :%cent i fy• ,that . the per.mi t Ito 1 der whose name and addr�.es.s : app ears •on ' : . ii,;, i thi'�''re�.ord.,*has. satisfactari -ly' met the staniiard_e and cond'i'tions 'tor •the .. • $:,.. project :;approved .herein , : ��'•, Final In.,pection, Approved: ' hO? } • ''' - In. pectot S i gna tore Date, • . . . • . • • , . . . ' . . . . . . . , . . . . . . . • . . . . . . . . • . . . ' . • • • . . . . . . . . : . . . . • . . I . ' . . I • • . . • • . • • . . . . , . • • • . . • • . . . . . • . • . . . • • . . # , C . I L 1 ' (... I R M Es FiP.1 NAGE ( , --; Permit NO PW95 -0296 . Issued: 04/*•:.3.:**!996 Status: ISSUED Approval Letter: 03112/1995 ProjeCt: TUKWILA CHEVRON Expires: 10120/2996 . Site Address: Hem', EAST MARGINAL WY S . Location: 10805 EAST MARGINAL WY SIBIOSWALE ALONG E MARGAA S Parcel it: 032304-9064 Watercourse: Wetlands: Slopes: N Sewer: VAL VL!E ' Water: SEA13LE Contractor License No.: 1ENANT 1UKWILA CHEVRON . ' 10805 EAST MARGINAL WY • ruKwILA WA 98168 )WNER SANDHU PRADEEP Phone: .(206)624-2697 . ..,--.:.='.r.,; 2023 217TH PL mE.,Rergyiq0,- LNGINEER • DAVID EVANS AND7,,•; ' 206 455-3571 JIM MALONE. H5 _1} ilVX 8pLLEV1'E ‘W0,.(5 2.0NTP.ACTOP. TO DE SELlitC4Efie 4 * * l i i b` iff, ,.,, 1 & '.1.t.. '' ! ,1,' . e'4,"6 47' , ' 1, ,I . !. -06,17„- :ONTACF JIM MALONE,' DAvID "E., . Ai S .;.: ,;:',' Pli 0 6 4 55 -3571 , - ...i ' .)) ' .. ,,,...., ; .;k,,- 435 130112•AVE,-.1.. WA.98005 ( :: , t , ,C' . ,„ e ...;,:• : .? •,.,.:::,:.,,„, 1/4 * A .4 k ..w A * •k * A A * * A k...‘1, ',4 4 .4 .4 k ;'.* Wiii ..si . 4 A.. h.:A4(''k ! '''k .%; ■i h 'A * .I,N tf.4. h A •h k 1 *'''tit 4 * A •A• A le h A A '.4 '4,. ' 4 4 4 4 .:".C. •.,. ;), • . 1 - ' ,, 4 .. ., Additional Pemilvt Dset%lbttani :i'.., ;': • ::, Pf ,,, '' o - ,:•'' ''-:., .:::' ,,,,,:-.',,, ./ ,,-,..; --, STORM DRApAGE Eqp.;'NEW,GASNs'TPTION WICARNA SO'A, )1 ..,-.., \A!•. .41..-,4 . ,-•,• .., 0 <0-,,, ,, 1 BIOSWALly4,./TPE 2 4801L sl.W + ./SEPAR'WP CB 0 ALONG q WAY S. ';',.,,,A-0\1 .., ''' ''''''' ''.:'•.',\'.• SURFACerUNdF4.,FRON FUEfJPG ISI TO OIL •:•; ,:,....• „ •,.-,,,,.,. WATER/A PARAIOW WiIIICH CORNECTS, 4 0 SEWER. i %,,,r.,,1;* i'.3 4, '"' „if' LE METROUlirPR9VAL. T E R AT tgCHENM -_,,,, \ Ex I .„.,,,,• ,.,. •x' . -1 i s t n y 4t Li e r - ree t: -•;• A.,,ftt I e. ......:,,,,„ f= \ ok,5".s. ,.i'' ''',, N 1 ( 1 ,,,;:. I e W gl lit I . et re F e e i'. : 4.-'". -, -.1 '',.' I i , , I Is.A . q 0 ,„ --• -,,,, f„, ,, pf , ,i /-,,,-, - ( k ,,,,.. 4 9 "I, "--- 1 4,..1. .4? t ..... :4 ,•:,1, '''' , , I n . .T. 1..) t? eti i o n l''I,e ...." / 4 '..=!: • 'AP, :1 P . \ ! il, ,.. / . ,,,,..........--? At.:c.t... No: 4a 2 43I 2 4 0 0 • 14% sii % t 1 -----'-' 1 P I ;an 04 e ok..4Fe e : c ', '-'1,' .......4: J f..1":1,1:\ ', Vit,---".. t; A 0 c .1 N F' 0 •Y‘.i E.. 3 3 0 th i , t qo 1 1 .0 4 ,-----, -, i ( 7 V 1 ,,, ,,,.. Fcl,f' ■;:i 9 / / ±,.: / 1 \,. 1 \? ''••. ' -,r' ,V,34:', iZ if ■ ,Z ' e ll • los At.. r.:.E9S. : ''' - A 4 :25.00 ,, A ',... A , ''..- .* Pi in \ • .-.0 0 \ \ ‘ t. ' 1• " \\ I „r ,....."'" ' 4 "ilitii 4 1 i 1- ,:;;;; , t----‹ ' 4 47A. iii"j r, i illy Co ti n t k.ts, fy?. I ' ti or :1 , 1 ,,'' ) it,;; fiti,e- - 0 f .. S.,bn F., tr u 0t1.0 : ,q; . 0 0 4 •A, .4 A k A , h A •A' h i . : 1 , ‘ Ali IMA,.A 4 e , / A • 444 A . A AN 4 'A I t A 4 ' k 4. 414 * : * k . ',4 le .A : : 1/4 . < : i r , •y.4 •A 41A *.ifkAik. 4 A A 1 0 k A h k A k A A.* * .1 hereby a4 pl:irmit and agreertol,abiid'•e a1 . 1.\40icableseoyons of the City of Tul MunicipS1, Code. We , ..)greei , ,,,that thr,:k of Tuh shall be held harmlesMtor alq9r - _-;k:,;..f . claims ar.'Asing'wes'-4.4k thisproject. Permit's. which\Oye iqp0ed beypnttthe '.o on s.601 req(6rre a re-applicationd rell permit. thCint/4t an additional fee. '•'-',*,.'. ,, •• , •c.,:. . '-'' ':., • ....-...,- ...- -•,..: .., ,,,,,,•.., •, , f , : ., ,t.,, THE APPLICANT musf' THE 4. ITY4INSPECIOR OF COMMEWENENT AND COMPLETION OF WORK AI L E AS 1 24 `1 N AD Vi). lift; E.:•:. ...i..• , tri;:.'is.e."*. HE D If 1..E;41,tr•if;'.EC: il 0 ttl CAL L 4 e .)-9 ,,.._1 .:A.,,,I..:;*-• ..:"' 33-0: • e ., ...• e 3 i y ;1 . ..i r.. 1.3 r e: _ , c,.... - - ;' ,,, .': , : - .7, - ,: . ,....•:',:--- -Dace: Z../ * pz ? **4 '. * **A***AA .4 Aii**MAAAck*k*****hAhhhhAAAAhh***AhriAhh;;;;;;;;;;77.7.A77 7 A 7 '77“7,A;; , :AAA-44 APPROVED FOP ISSUANCE BY: JJS • P s Issued bv: ) Date .: q ( ....... __ ._ Authorized Permit Center Signature 4 ... 4- 4 .4 .... 4. 4 44 * ,4,4 **** 4 4 , 4*4**k*********1 , :c44k.44.*44***w.A.AA.4*A4ikwA4,,,-4,*4****b** * *0,44,4 1 heret‘y certify that the permit holder whose name and address appears on this record has satisfactoril■ met the standards and conditions for the project approved herein. Final Inspection Approved: _ __ . .... _____ ..._,..._..... .._..... ......... Inspector Signature Date . . „ . . „ . • . . . . . . . . . . . • . ' . . , ' . . . " . . ' . " . , ' .. • : , . • , . . . . . ' . ' . . . . . . . • • . . . . • • . . . . . . , • • . . . . . „ . . .. , . . . . . . . . . . . . .. . . . . . • , . • . . . . • ' , . . . • . . . . . • . " • . ' . . . . . • ' . • . • .. . . • . . . . . . , . . . . . . . . . . . „ . • - . • . „ , . . . . . . „ . . ' • . . . . . . . . . „ . • . . . . . „ . . . , . . . . . • ' " . . • . . . . . • , ' . . • , . . . • . . . , . . . . ' . . . . . . . . • . ......................km•ramm ;4 --- — . . C ( ; ..... . , 1 CI Tv OF TiliNIL A Address: 10805 EAST MARGINAL WY S Permit No PW95 -0296 Sui te: .. , Tenant: TUKWILA CHEVRON S t t 0 s : ISSUED 1 I T VD e.: P-L) Applied: 06/11/1995 Par.cei #: 032304-9064 Issued: 0412311996 • * * le A • lc * * •t * •ik * A le A A * 'I< 14* * * A . 4 A * le . /...k A k A A .4. 4 #e *. . k * k . 0e •k A . 4 k 4 A A .4 le * *.1, A k * *.k.* * 4 k .4 .4 ..4. .1, .4 .4. 4 k .4 4 h 4 i Permit Conditions: , . 1 • Temporary erosion control measures shall be implemented as , the first order of business tc, sedimentation off- site or into existinu,sti.erM .., . *-■,';:; '' 1 ,f., :•; ' : . •' 1 '1,' 0.1 g l'... i 4 . -4' '11:1,;41S-1'.1.'"., 1 i., .:,.', ,,.. ..:;,■ • i: • '; ..‘ ' ' • ' - '' 1+1, f ; ' i,'';': ' ,..: "' ' ' '''' • . All f y '4' ui '''''','" , . . . • — „ „, , • //we .„ l' 4 li . ,.; r) . . 4 4 '« ,k ': ','„. :;.; s s 4 :,,`..,..'s • ibi./ , ' ' '.. 4 ,..: 't: '114 4. `,... 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I r V 3 , , 1'3 i \ 4:4 ..4,. , / / .. - N. .% 0 .1 • ','''11 ,-.! i'l 1 3 „V3 I .' i ''' ,.3 , 4 4 o • o 1 „s. ,,,,,:,,,,-.4i ' ,,,, .., / -. 2 ,_ . • , '? i ■ " 1 1 • ,11 -.''"" 1 '''''' - - ,, :i• , :f..' ' . ,* ( , 11 1 , ..w.,.-: , • , ,,o.,„,t? I ',.. / ''''',.'" 3 3'3 3.'3i',3: ' l' , 1';'' ` I . \ .v, . tit - Itcy * i ii, 1 , ". "'s ‘.. ' 1, h \ ),, • ! 0 ', / A t s'', 4.,% , t ii,•,:' 4 .„,;;''. / ,1",,.` r::,■,/,' , .1, . , ;,•.: . ■ , , ,,,,,,e' %it I ,,,, 1.4 31 ,. ''. 4. 'i . ,.. : ,3 " 1.0 '3' •• ''';" i:'.'N ``. f •4! " .3:,; , " ''' 3'...3 ..,.., C • ;; ' ' 1:!` ' , ' ;'• " ;. 03, 4.f:',3:3.4:'4' ■: . ,,,, • " • .'",,,' V., 1:33't**3■,. •'" 4 ,,, , , 44' 1 . '',!‘. Kr'''. \ , 'I,I.., , •,- ..; , f.:, ,;,., ,',; , ' e-, ,',.',.'. :,„'•,,,,,, '';;,,:•:‘,', ‘,..,:-..„ •;' '', ,! ',;, , , 1 , ): -, 1 i., ., :, , ..,..!."::'.,..„ •-•;;:‘,.:.: 1:.1 :.:-,,..., ,,,,. :,,,,•,, '.-, •,.; ■ • i i I . I ■ . 1 . i ■ ' . • t . . i•t rillt .. i'•: :., i'�'i! - t..:�r , ......tt: i:•,a�•. .. ':, •. :i• 9'f., t ti: t u: • 1 'mot':, { • t' La ., , `. L'111: '. ",. a ; L t:. t. t :• r GI ' ` K ' ;:,,114 . V' :(s r::: -1 I+'r+:t . 0 3 ?'304 - 5.'1•f 6+i ?• .. :': 1 r . . • f..*; r:5' .:'t. '1'99 - t: Address: 10605 EAST MARGINAL ir. :'t c, , Lc: +: ;ation. 1005 EAST TM1;= .Rrillr {L. WY :a ',tart Time: . ' Bond Nu:nbe : CHEC1• :. r,. - , O(Ct. Cif: . • • .. End Tiny. • 2 1EIAt11•. T1U ::W1LA. CHEVRON 10805 EA`?,T i'ir"•:Ri3IPN'A.L• WY Tt.Il�:.W LA 'c,L 9�,1 6t _OWNER . 'SANDHLI • PRADE'EP ,,,,. , .......g....._,••„ — .... r Pf•ics;1el. t. 2 06:)6,•? '''14;91; : : . ;:�ra�G'u:t .. „, n', se t.. kr. xeax„;.. w.•,,.., ...,..._._...._.,._,,,........, ...,..,...,....,.,,,..,...,,.,,...,.-.-'.. w...,...,..-..,..,..,...,... m.._ _.,,...._...,._....�...�....... M.....ww «.,,,N,,,..�:s ,. • .. , I P e , r nvi t • 14' : ".. PW95 - 0.1:92 Status: ISSUED r,l1P:'': , ..a I Letter: 03/12Z1996 PI'o iei. z'. YE.1l:•41ILr: CHEVRON N ±:p1 es : 1 (i, .?!'. 19r9i:; Site Address: 10805 EAST MARGINAL WV '' Location: 1 Z8C`r E MARGINAL- WY :'I,�if';':! C�l:G:�'�:IJ 1'r; . HW% r • 1 - , J.'t 1 J 1, t ?,r• f• � r. +M4: �L r�l>S.F;ta .:r.� P.11•• e I #t: 032'3 0 , f- 906 N'iil.e ::l,fii se: Wetlands: Slopes: N Sewer: : VAL V1 E Water: 1 ,':. i'L C' Contractor License No.: 1 L TUKWILA CHEVRON 7 c s, MARGINAL I,� W Y I , 10805 LP,.'I'1' i•1P;6.I,Iflr.� •r�> S. T "1!I��.WILr! WA 98168 OWNER 'SPMGf•I1( 1- P , Phone , <, 206)624 :fir".''•. "? 2' 1 % 1 "1•', PL NE ,N WON :148 '' 3 : �:. I r1 L L r• DAVID E it AN °S A r4 U .., '•1 I ll -A ; ; J L . ' ,,>,,,,.P f r :� r f!..: 206 4 :� r - 1 JIM MA L r:! N E , .,ty,.;1:5, - ; ; %.1 .s I_'� "'I-1 AVE E L 1 k3 L L L L':' 1r E `t'�i'R: Zi C, . 1: ON T' F " TOP BE L ;, C L •t'�" r'" � ••i, ;; . .o ,., t` `` r:,11ttT'AJ:1 JIM MP L( NL «M:r';:�r►i:, , ,t F .., " v� } .., . 1, IC 4a : : L 1 • 15 11,8T1-{ ', J1 '., ' EILLLC':fI L ala; 98005 ' ' APPLICANT R'".[P 4 iLLL t,'L "• lti;'Is'`1?F'I:,r'.f L°r:: , : ;; f • ho , z :' ,,;'14 's' 1 451-1232 S r { , r � r S - i „ a `' � t ,.. �. . t ��1.1;t+ N i!t.0 , t'sE.�• _I i'E .r, t'1 2 . • BL �:-L�. t.t3E . W -: �aiiCoU�f � • ,• , ,;r ``:::1....\,, 4 4' 4 4 •4 .4. ;A'4 k'A' 4' } �t 'k •k k'k rK k'4 .k 'k•k 'a' k'-4 A h '4. 4 4.k u;I'.:Y`i'4•°jt A'k 4 4: '.4 h .k 4 h. h'' k ` '4 .4 'k. -k , ...0, k; <.4 'A 4, k' k'k•k': .M k • 4 4 '4. P.� { +.11 t i�tfl;i I �tPr�n)I �a { ?�•r J t " i , SCttl,' % �" ¢ i ° y> NW."."' 4't p l9;% "jid I ' ' L�:•: S li i- I �:' [ W : ', � '(F, ,i E W GAS S X11' r' T I O N ' ,;, � , § ,:,,•, _IiCJEWA rr /WIif'L4 ? C��`!PI'_�'1'F.ti.l"r:° :1 , •"£L' ' t;' Lt• :�'J�:IT OF 'T'll f�.WIt.ra. "^, ,• , .., °r'� < <1`l' STREE s ;' r ri» 1 :T. 4 C,t T 1n r _ . J tir1 , , 4 , t r , A . G APP P. ,:{ ANT i , r1. , I - a fi; L C 1 t , NT 1 P.L �: .' ;,' , • , ., IMP PO i �TEr , !, P : i ;1PI R TI tyt�P : "' /,1 . PL•,<P' I':E t' LI1: j e•�' y i: , ' u:1 PAl'� "1'�;;�'.r ° "'r j r � :•i ' ; i '1 '' : lsJ 1 ,. ' .... ,,,.--% ,': ; WILL { L 1'..: IN 1I•fg• eASI+MLt�.tT ., '�' ( ',,�,,;, `,. 't.‘1. :; ;, �$ ' S S ri : y f l I it f s Ex. f - t I Y I 1 J u,. 4, c ii ' �.at. r' L- t, ..: -.,_ l ' i ' ' - c<l' i r Ptid i r,, } A 1 +:J t.l, tAY`a i ' e , r r,s'i i II ti 5 ;. '4 ' f u a r" e. ee : \ ; , tY I _ I _J' M e } 4 ,i } t'•F 'Y , ,I. , 'r - A f '•a, ! fit 14;` P t "�1 , zy a..:,+ ,, S ', �•. „ -3 ... N. A, t: t :,4! •. •�i _t,� ... Q 1 1 F I en 7'1;1 e c k E N e { ;r �' < i 1. t y 9 `' ." i° ° � r ' Act: I . V' i C ' _1 4 .r . t.1 1 i %\ tctot 1• . i i aL 'j:' LE t `, ` r , ii '•• N,!'; ,.; ti , J ; ;.'., ' ' � � 1'i `�.1. 1 • Kin q County ',,it l(.i..i >. ! ` ti vaI' vet,C' is .00 A A•Ar 4'A 4 d A A 4'4 A•k A k 0 A k A'k'k k'k k'k'h.'A A k k'M'h A' A A 4'k kr4!k A k'y•y4'k'k h'k'k k .l .k k't h 4• A'.i' A'k'4 k A 4'k A k k k 4 h'+t M 4. 4 r I hereby L� l" I. li.l�+t.\ r f'1 1 1 t:,i' iii f t a r t agree—to y t L t- , .} ` •,�I, 1S .31a ' +:I l; 'i��l'I�1 "+�.? r 'i,����+ i +.. ,';".E''C tlti 117 the I 1. 'I t % tt•t 1'ul;+r11'r'\ ;.�, url i t ; .t , .•.`� a We• agree that tn' 1 : i ' _ ! '� Q � t;J `,4'1' 1'll�.ir /l Iit fl�i try. Permits 1 ' c!01,..: ,ay 1 ri � .as .i re •u, °' 'f t:1'r�f,• . Pro rt?t: t I 4, � Permit: witT h I'ra'v ,e ` 'r t t ld ,v : i a f +., r .. a J i? l,'i al .t 1 L1 t..1't.ti ti i'rN l ?:lt 1 it 7 :'tr'a dace ; °; =7` 2' cl re -appiication tend 1`e i-S.S•IJ%1r'tce of °'r.41c ,Cann i't' thr ough the .,C is -t:'!' .. t an additional fee. i1, ° "' 11-IE APPLICANT MUST riO1'Ir'-1�'::'.THE•.'..1.1 ' .r I- ;C ...; C r COMPLETION F' i'�. A 1 '� ' '' I t1:' r L 1:1'�l►h,: J �l, ,rY{f`1!". f'1 .. C iii � f`t i" AND C,. 1;11= WI, LEAST .1 - ffr ?1!'' IN'':' I:}'1.'.ANG.L::.• Y'1'i '.: .':.' I-{ f UL'E AN Ire 'C"°E i I11h, 1::i:LL 4'` - 117 .?.1 kk4 X44. -- - - - C� rt . ).....-- 3.. ___? 4 k k 4 'A k w '4 A 'k 'k k 'A 4, k y •4 4 4. 'k ', n A 'r 'k • 'A 4 A '4 k k 4 4 h k A k A •k A A 4 A 'k h 'A k . R 4 k 4 'A 4 4 •k •k 'k k h 4 k '4 k+ `k , **44, I I PI?OVECr FOR ISSUANCE CE T'i : J,_t /e. _, u C tr i3 v' : .e1 I 1 , � — � _: �L_! - _ _ ._ _ Pate:__ t• e ... _ . _ _ _ _ Authorized Permit Center Signature __._,_.,_.._..__.,.__._ . 4 A '4 k A 4 , A .A A 4 •A A A A k 'k A .k A k •,4 4 •A 'k 'k •k •A 'k v A . •k •ti 'A 'A •k '4 4 •A 4 A :4 ,k k 'Aka •h k •; ;k '4 'A''A k ,e 4 . 'A •k •A 'k A A A 4 4 4 k '4 n 'k A k A '4 ;4 I f"re 'e!J'' certify the permit holder whose nerve and ,:1tr''°._ appear : � t ':'� tylrt .•it,':. on I:11 _ ,'t'. 1 11 :11: sa C i :•1 itctor i i • met t h e standards and c o n d i t i o n s for the pr':4:i;:t .i5Dr•„"e:1 hcr•'eTr:. r' r';.:i1 Inspection Approved: _µms VttL 'c}i7Lx+P„F1"«xiGik.Qtv'1xi* tr: a: aaXsw!. a». svr.- T-.»"..,.........,«.... w...,..,.,.........«•........ v......»,,...•«,,. r« o..+ �w,...«„ r,..«..,. y,.«. m.,.„, o.•.«...........,........ ......,....,- ... «.,..___..r.... _ ..._,_._..._.....,._......««...«..,...,.a.. w.,..«..-,.....-«...•.•.......«... ... ».....« • • «, .. . 1:11-: 01, 1.1.11 :.t1iIt_r. ; Address: : 1080 EAST MARGINAL WY S P...r'nf'i t. No: PWt; c;_029 I� Suite: Tenant:. 1;UKWILP, CHEVRON S'cat.,ts.: ''IS'tiLtt Type: : Pw'- cCAS Applied: 09/11/1995 Parcel #. 032304-9064 1 _ r.fi d. 04/23/1996 • • • • • . /- 6 5-oQ84. LANDSCAPE IRRIGATION Pocmit NO PW95-0295 Issued: 66/27/1996 Status: ISSUED Approve' Letter: 66/24/1996 Proiect: TUKWILA CHEVRON Ev.plres: 12./24/1996 Site Address: 30805 EAST MARGINAL WY S Location: 10805 EAST MARGINAL WY S Parcel #: 032304-9064 Watercourse: , Wetlands: Slopes: N Sewer: VAL VLIE Water: SEATTLE Contractor License No.: AAAGAS*1351.11 TENANT ruKw1LA CHEVRON 10805 EAST MARGINAL WY S. TUKWILA WA 98163 OWNER SANDHU PRADEEP Phone: (206)624-2697 2023 217TH PL NE, REDMOND Wk-.93053 . CONTRACTOR AAA GARDENING ' ' Phone: 20L 955-7508 10525 SE 232NDPL: KENT WA: 98031 CONTACT JIM MALONE Phone: 206 455-3571 „ 415 118TH AVE SE, BELLEVUE. WA 98005 CONTACT PAUL PURWAL - - Phone: (206)955-7508 AAA GARDENING, ;10525 SE 232ND PL. KENT tlIA 98031 4***ww.v 44kkk4A444*A4 Addltional Permit DeScription: LANDSCAPE FOR NEW GAS STATION Esisring Square Feet: Additional Square Feet: New 5qUare'Feet: • InspeCtion:Fee 15. O1 Acct No: 4011342.400 Plan theck Fee: : • , 10 00 Acct No;.000/345,830 : • ,..„ TOTAL —FEES::: - '25'„:00 " r,1 n9 I:ountv:',Vajuation: - , , Value of Construction: A A 4 A ' A . 4 ( .* • *111 14 *4 toi 14 )! k •k*:14 *4 4 1. A 4 4 * 4 A •A k •If oe A• .4 A 4 'A A 44 or 4 A I hereby accept permit abide sections of the City of TO:wila:,.MOnicipal Code. We agree that the City of TOkwilashall ne held hr mtess fora)r,or :Iry claims arising as a result of this proJect. Permits which WeV0a0sed beyond the expiyatiOn,date shall requi e-applicat40! and reiSsuance of the PerMit through 'the City at an additional fee. • — _ T111 APPLICANT'MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT L ST 24 OUPS IN ADVANCE. ro SCHEDULE AN INSPECTION CALL 433-0179. • Signature:_ 4741/ Date: 7311.12...e., i.14 * A A 1 * . 4 * * 1 4. ek A • •IcA • * A * • • * * .4 * * * k A k* * A **A k 'A *A A A-4 A A A; A A 4-v A APPROVED FOR ISSUANCE BY: J,.S Issued Authorized Permit Center Signature kA A4.4.4•44s44 44 k444AliA I hereby certify that the permit holder whose name and address appear on this record ha satisfactorily met the standards and conditions for the project approved herein. Fine! inspection Approved: Inspector Signature Date r CITY OF rUKWILA Address: 10805 EAST MP.RGINAL WY S Permit No: PW95 -0295 Suite: ' Tenant: TUt WILA CHEVRON 'State:.. ISSUED Type: PW -L I Applied: 09/11/1995 Parcel #: 032304-906,4 Issued: 06/27/1996 •4 'A A 'A k 'A •A A '4 ' A •A R k •k A 'A 4 •A 'k 'A 'A •A 'k •A 'A k k 'k '4 k 'k A' 'A A ' k 'k 'k 'k `A k 'A * A 'A k 'A A' k 4 'k k k 'k 'k A 'k •4 , A A •k 'k 'A 'k 4 44 'A 4 'A 4, 4 'A A '4 4 •4 Permit Conditions:,, 1. It shall he verified in writing to the Utilities Inspector that the landscape irrig,,t#on s L tem.. a State . Department of Mea l th • .a.ppr�oved :: do,ub l e.',.'checi: valve assembly. This hall be done:.•prsior - `to the Final Inspeotion. ' 2. It is trong.iy...recoMiiiended ' gar LANDSCAPE 'IRRIGATION DESIGN be certified ,, by :'a' I icen:ed engineer; otherwise, the owner ' assumes l i a b i l i t y for the 'design' and any subsequent related damage: ; • • • • } • • ' 08/14/1996 13:08 2066246760 MR. SANDHU PAGE 02 HAULING • r'rr•• :»:t No: PW9E I'-sue Crate. 04/30/1996 _,t•atu:. IC,r'2.Z13 Approval Letter_ 04/27/1996 F a:•ce; Nc: C3C ?,C4 -9C64 Empires: 06/29/1996 Site Adder:-..: ;. 1 : 3 3 0 5 MARGINAL WY Lecat :O. 10305 EAST MARGINAL WY S .tart Time: Bond Number• CHECK $2,000.00 Erld 1' f are : TENANT TL: W1LA CHEVRON 1 C: C5 EAST MARGINAL WY 5, TUI WILA WA 98163 .OWNER SAr.C.HU PRADE'EP Phone: (206)624-269Y 202.3 217TH PL NE N. REDMOND WA 98053 ENGINEER i:'JA 5 AND ASSOCIATE'S Phone: 206 455 -35 %1 MALONE, 415 118TH AVE SE, BELLEVUE WA 93005 CONTRACTOR. LEE MORSE GENERAL CONTRACTOR, INC Phone: (206) 922 -2000 14C1 AV E, FIFE, WA 93424 CONTACT N.r:IL DENNISON /LEE MORE G.CONI'R Phone: (206)922 -2000 1401 52 AV E, FIFE, WA 93424 A w . • A .. ♦ ♦• ,. • •• .. A R A A A ♦ •4 •i A •A 1 •4 •R 'A 4 4 k A N •i •i •4 4 •A A 'A .i •, •4 .4 A i •i * 'i i 4, '4'A k •4 A h R .4 p 'L t 4 4 4.4 M i 'i 4 't i i 4 •A A * p :an Check Fee: 10.00 inspection Fee: 15.00 Other Pee: .00 TO1 AL FEES: 25.00 NI* A 4 ♦ A A k k 'A k A 'A k '4 A k A A •A M 4 A •A •i 4 •A A •4 'A 'A A '4 •i •A •A 'A 'N •R •A •k 'A 'A •AAA 4 A •A •k I R * •A •A •A 'A '4 h 'A i •AAA 'A i •i i 'A •i lire ut• ac' f gr•et1 hereby .app : l eS for permission to perform hauling per attached map at;•%o,'0ance with the following condition; 1 r '.: _a',',ta, :' trgr•,'.;19 and coning shall he in accordance with MUTi O for traffic o r: t "Cr 2 - C :u(or :.hall provide cer•tif`:ed flagmen for traffic control. Sweep o,• otherwise clean streets to the satisfaction of Public Works each n'ght around hauling route (no flushing allowed) • 4- r:.:.l ; f y c i t_. inspector, before 12:O'. noon on fr•iday preceding any Weekend • WUi' E, y tr, + ! a the : 1 1 a. m. and d t3 : J • -s z: '-r�i t i:, valid U @t'w�tc; tht. weekday* hours of 7 l( U . m, only. p t; • ' i an and , emove deh :• i',: from city catch basins in and around hauling r'oat••Ps. a4equAtr' temporary access as not to interfere with other vehicle mo /t'mer:t or cause trucks to ti•aveI over curbs. Al :e1i - c'es must hake complete stop prior to entering public right -of -way. 44i ♦'Nk • • k•A A,•A•k'Ni 4'A A'kMA 4N4kkA' A4i' AA' AA' 4' A• AAiA' Ai,' k• 4• A A• i THE APi.LICAN7 MUST NOT IF ME INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK Al LEAST 24 HOURS I N N ADVANCE. 433-0179 5 `. ,g n a : u r r• : 1 !1. JN� _ Date: L L - C;" --e '4 'A'Ai► o Ai A' • N ,, A A•AAA• •AAA♦ 4AA A 4 A4.4i44iAA0A,A A• Ai' 4A' A• A4• A• A• A• A• ii!• iA' ii• iA 'A'4i'A'A44i•4•A4'AN*'AA'A'i'i. APPROVEC f.Op IS ,' At* E BY: .1.5 . gf i d " - 10 1 :.uec: Lid - - _.._....,..� -.— :'utho :'iced Pe;• it Center '_ Date A .„ A . • • • ♦ A •• +, t ;A • 11 A4 k 4y i 4ik!'N AA• A'i •4i' ►iA'i i4A 4AA A. ANiA1. i•i `i •A A •4 'A i�r• i.• c t that the permit holder whose name and address appears on et.:Gle,1 ii.. _ at: s..a.:t.: T_y mitt the standards and conditions for the p.•i,)t',.::: ,app,',-t' :t'.'A1 herein. F lr;.a l Jr. sileA'•r. ior: Appr•o•: %d Ei� . 14441Y.IL?d 1312142 /i /Z.o f . Fug. (pc *t LSE • ..1 S E • ,ti,.cc s N ,o4 fj �" 10 ... tv Litt . 4 - .._... rN.. 66 44.t. 4 .. ... _ �{�as /6 /-1/9a- . A:tc . OR i m .. 41,446/ .. . . . . . _ _ .. . .. _ .. . . - RECEi` ECI' _ _ APR 2 51996 TUKWILA d PUBLIC WORKS • /. • 5 6 1.-t4A t' r ( aid Is a its L fi 6.kavki4 30$ S tT�- // ,eo k? ') / ..#A' RECEIVED • APR 2 5 1996 TUKWILA PUBLIC WORKS <sx+�; ray .�k:.ar���.,�:��.,..a....�... _.e.....,.., W.... a....:_..__ �:__,._.._......__._ �._...._.._ �__..... �......:... �.............._. ...,�.._..._w..w..W,,...�.,..�. _ ...... .b..,..:..,_...W.....:........� • • ,i • 7 AI o / RECEIVED CITY OF TUKWILA APR 1 5 1996 PERMIT CENTER RECEIVED APR 1 51996 �- TUKWILA PUBLIC WORKS • • APPROVED PER PUBLIC W RKS LETTER DATED ' isi ?6 w , (iW99G -0o/6 • . ewcIG - 0[29 : ; �J,�w' 1 ►;..wg s; « City of Tul& ila AppHI ,.,1 # •QlE61 5-...00A. � : k Ir ‘-').%z.%, , o Central Permit System- Engineering Division " ? %> S = 6 Southcenter Blvd, Suite #100, Tukwila, WA 98188 Phone: (206) 433.0179 � . 08 „' UTI LITY PERMIT APPLICATIO rso - G ?Otol .EoT > <' < Site Address: 5 • Lax Q At / <:INFORMATION Name of Pro ect: G w Pro•ert Owner: A‘ p ee p ,e J Phone No.: e2¢ • 2.6y7 Street Address: ;-6,0 3 - 21 ` . Rage /U& City /State/Zip: i dM,AC/ € 2'4 P69o En • ineer: 1 /Jai el &dq's 4 s e) c 37 i,,, •lam lobe) Phone No.: I • sr 7/ Street Address: 4-/S. //e t' A st- City /State /Zip: /-del /C ie.P9 1l� 3A'��3 Contractor: Da &-- s - erd Phone No.: Street Address: City /State/Zip: . King Cty Assessor Acct #: OSL � vT " 900 4 Contractor's License #: Exp. Date: f p iIMI ❑ Channelization/ Striping /Signing 0 Sewer Main Extension ❑ Private ❑ Public REQUESTED . Curb Cut/Access /Sidewalk , Storm Drainage PW 95 -11,;(-07,,41 ❑ Fire Loop /Hydr. (main to vault) 7- No.: Sizes: pi " Street• Use P►�fP1(.4 Wg •s• . :: a ❑ Flood Zone Control ❑ Water Main Extension ❑Private CI Public . - ,. y �/ Hauling ❑ Water Meter/ Exempt: - No.: — Sizes: _ y 7 &,o, )i< Land Altering cubic yards Deduct r):4" Water Only ❑ - 2.,q2 r., ;Landscape Irrigation XWater Meter / Permanent -No.: — Sizes• PW y6 -0011 ❑ Moving an Oversized Load Fo Water Meter/ Temporary: - No.: _L_ Sizes: P LA) 9 s -_0 a. et 3 Est. start /end times: Estimated quantity: 4 /2.* /qr Date: TNE,err Schedule: ?W (1‘.0(6 o 1 Sanitary Side Sewer- -No::Up,F_R-S6 /NI$&C, ❑ Other: W;ATE.R METER: > ` Name: Phone No.: 'OE.PO;S;ITl `� >' <' RE % BILLING ' : Street Address: City /State /Zip: iM.O:H;7H; VICE LY < ` < > < : Name: Phone No.: '. ,SER --- `:BILLINGS::TO ''` < > °: Street Address: City /State /Zip: ❑ Water ❑ Sewer El Metro ❑ Standby �DESCR PTION i:OF >P,ROJECT ; ❑ Single-Family Residential : .: :. ..: 9 Y ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums ❑ Commercial/Industrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing El Hospital El Other: El Building ❑ Rem odel/ Square quare footage of original building space: INFORM.iAT10.N < >'`<_ Square Addition Footage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ . .. ) HEREB , ., AT I .HA... R E D T HIS :APP. L I CA T IONI;AN D KNO. TO BE. TRUE. AND :CORR Applicant/Authorized pplicant /Authorized/ Contact Person Agent Signatur-: l . , ... _--(print name): 1I Y4 Ret, 1 o v, & Print Name: (09,k ,Pfeil, UP Address: 419. 1? & ' Ave SC. Date: IL:i Phone: b� I / 2 3 2 1.116trIt, 6 tUA 57005 - - ;55 2 Phone: 455 . gG7 ) Date Application Accepted: OF TUKWILA Date Application Expires: 04/22/92 PERMIT CENTER m # ? ' E05 - ; �J„.�!� : ;w; , City of Ttr.�,s�ila App, o L' 4 •s •, Central Permit System— Engineering Division ( 013 - 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 . 'U',)\\. ti�•rs 2 ; . °` 8 ... - UTI LITY PERMIT APPLICAT . X90 -� - 5 � PROJECT ':. <' > : <> Site Address: 0105 • AS' Q i'pl2/ £J OU INFORMATION < Name of Pro ect: Geo/ cL eV rah U _ Pro • ert Owner: A; p ' - ♦ _ i J Phone No.: Z¢ ' Z6 f 7 Street Address: V 3 - - l - 7 Rage A.) Cit /State/ZI • : dtioAd (o 4 ?fDd" En•ineer: Barr d �y'4t4S ' 4 .319C .n,- • one Phone No.: a • sr 7/ Street Address: /5 // ' ' Ave $E• City /State/Zip: ge../ /c y 3.9 Contractor: DO /,fie- se-e‘ _rtko Phone No.: Street Address: City /State/Zip: King Cty Assessor Acct #: 032- - re 4 Contractor's License #: Exp. Date: p ER m117$ .::::::::::: ❑ Channelization /Striping /Signing 0 Sewer Main Extension ❑Private ❑ Public REQUESTED Curb Cut/Access/Sidewalk Storm Drainage PSd2 9 2': "" ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Street Use I ❑ Flood Zone Control ❑ Water Main Extension CI Private ❑ Public -;2. G N/ Hauling ❑ Water Meter / Exempt: - No.: _ Sizes: _ 2 q 7 A Land Altering cubic yards Deduct 14" Water Only (-.3 - 2 q 8 Landscape Irrigation Pf Water Meter / Permanent - No.: — Sizes• Pti)Y & -ool r z ❑ Moving an Oversized Load ❑ Water Meter / Temporary:- No.: _ Sizes: P w 9 s _ o a. g 3 Est. start/end times: Estimated quantity: 4 /.q /q6 j14 Date: erle r Schedule: Sanitary Side Sewer - Ale:: 5E /NP - P-k •. ❑ Other: :;;;WATER; METER;:;;;;;;;:; Name: Phone No.: D C P O S I.Tl< >< > ><';; :'REFUND /BILLING`?: Street Address: City /State /Zip: MO Ili LY ` >< >_> Name: Phone No.: SEIVICC -"' ::BILLINGS :.TO. Street Address: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro El Standby • : DESCRIPTION:'..OF PROJECT i ; ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel El Triplex El Condominiums — •�, ❑ Commercial/Industrial ❑ Office ❑ Warehouse ❑ Church ❑ School/College /University ❑ Retail Cl Manufacturing El Hospital ❑ Other: MISCELLANEOUS El New Building Cl Remodel/ Square footage of original building space: :1NEORMATION '> Square Addition . . . . • • , • . • Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ I; HEREBY• CERTIFY; AT I HA RE D THIS APPLICATION ANDKNO.W:THE`SAME To AND CORRECT. Applicant /Authorized/ Contact Person Agent Signaler- • ! I ...,. (print name): -fit 11 1 NA.) d (^ e. _ Print Name: 9,1c ,O (eii. VI^5 Address: 419. 11 /5 Ave SC Date: p -11 ' j Pho ne � : / ' 0-3 Z 1U Ilevue I,IJA 78or3S•5; Phone: 45 t5 . g G7 ) Date Application Accepted CITY OF TUKWILA Date Application Expires: • • „•,.,.,. .... 04/22/92 PERMIT CENTER R096-0076 ` City of l k r� s 4.vJLA, y, Cit ..JatIon # ' l w `la pRC95 - ooh I c k � 'ti z '' Central Permit System - Engineering Division N � ; \ z . 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 r soe , ° ,_ -= • UTILITY PERMIT APPLICATION ; PROJE C T: : > <> < > < Site Address: /0 e U 5 _. s 7 / a �-j 5 INFORMM Name of Project: %� cam, ?e-1 (' e ;, -e - Property Owner: Phone No.: Street Address: C el ,Y € "‘i i / Z t a Cit /State/Zs: Engineer: Phone No.: Street Address: City / State/Zip: Contractor: /.,, lv6,,.- $ ,e .( „... a r,�- Phone No.: ¢ -.. a v ei Street Address: , .4, -2 j v Cit /State/ZI • : , 4e S E2'Y2 `7 King Cty Assessor Acct #: Contractor's License #: LE EM u C 231 B I x� E Date: I�Cv I c 7 : PER MITS. > :; ❑ Channeiization /Striping /Signing ❑ Sewer Main Extension ❑ Prvate El Public REQUESTED: ❑ Curb Cut/Access /Sidewalk ❑ Storm Drainage ' ” ❑ Fire Loop/Hydr. (main to vault) - No.: Sizes: ❑ Street Use P w q l 6- 40 ❑ Flood Zone Control ❑ Water Main Extensbn ❑Private ❑ Public 41 1'.5 i 6 dr ❑ Hauling Water Meter / Exempt: - No.: Sizes: � '" ❑Land Altering cubic yards Deduct ❑ Water Only ❑ ❑ Landscape Irrigation ❑ Water Meter/ Permanent- No.: _ _ Sizes ❑ Moving an Oversized Load Er Water Meter / Temporary: - No.:.L Size] &• Est. start/end times: Estimated quantity: 4 -/o, o 0 l Date: Schedule: ❑ Sanitary Side Sewer - No.: ❑ Other: ;WATER :METER :; Name: Z A -- Phone No 2 ,22_ - 2 0 a :'REFUND /BILLING': Street Address: /'7 0 , 5r2 ` 14i.e «r City / Sta te/Zip MO ' «: Name: Phone No.: :: BILLINGS TOri - : Street Address: City /State/Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION ,OF: PROJECT;€ ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: APR 15 1gg6 No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums TUKWIL/1 ❑ Commercial/Industrial ❑ Office ❑ Warehouse ❑ Church ❑ School/CollergaliQMVP RKS ❑ Retail ❑ Manufacturing ❑ Hospital _ ❑ Other: MISCELLANEOUS` ❑New Building ❑ Remodel/ Square footage of original building space: INFORM Square Addition Footage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 1 ;HEREBY;CERTIFY TH fI HAV iE READ T'14 APPLICA ;:AND ICr4O.W ::'.THE;$ AiNfE TO: BETRU AND CORRECT < Applicant/Authorize. , Contact Person �,. // i -.� �.. -! /�. , -v •rte 5 r. �- Ag: � lit _ . -�--- _(print name): r� -- Print Name: 1 2, 7 5, / - 2„ e .„„,, f .. Address: /Y0 z = = / cv s Date: e. / ' 6 Phone: - - ). 22_-.2-0 a 0crry ;,• .IV ti q53 - / J O • Phone: 7.� 2 -2a'i 0 Date Application Accepted: L/ , 15 . / ARE t ; ;Lion Expires: /0 - t /5 - C// SO - t (p - ��'��1 I PERMIT CENTER 04/22/92 J,�w1v City of Tti.. Nita ARF lion �{ZF - -r?o°' . :/"64 s4. ` y'•• Central Permit System — Engineering Division t ..4 0 08 1 3 _ ' i 6300 Southcenter Blvd., Suite # 10 0 , Tukwila WA 98188 Phone: (206) 433 -0179 a • . -._._. ,: U TILITY PERMIT APPLICATION rsos - w a_ • 5 PR ` >? « ` ` Site Address: (9f05 • Q,, Q /sis. uJ � 00 `:INF NATION Name of Pro ect: 4Jo/ a, ev' 9 U Pro • ert Owner: A, A Pe 0 _. 4 A Phone No.: e 2¢ • 2.61 7 Street Address: o & 3 - 2 /' 1 : c - Rage i() Cit /State2l • : 'cc/t)4 26?DS E n • ineer: J at d & kiS ■ J d C `7-i" 'f'i• °ne Phone No.: 4 • sr 7/ Street Address: 4-/c. // g ' Ave s t- City /State/Zip: gee y � "• 31'. � Contractor: 1(9 ge- S'e,GC711'J Phone No.: Street Address: City/State/Zip: King Cty Assessor Acct #: /9..Q .P4 - 9a6 4 Contractor's License #: Exp. Date: PERMITS 110:13WtOlibill ❑ Channelization /Striping /Signing 0 Sewer Main Extension ❑ Private ❑ Public REQUESTED <I;ti, Curb Cut/Access/Sidewalk ,. Storm Drainage '... 0F I r Loop /Hydr. (main to vault) — No.: Sizes: ❑ Street Use PctJ �5 - d:Z 92l ❑Fod Zone Control ❑ Water Main Extension ❑Private ❑ Public _ q ; y/� X Hauling ❑ Water Meter / Exempt:— No.: Sizes: _ 2 9 7 & , Land Altering cubic yards Deduct Water Only ID - 2. 6/2.._(\r, lir.Landscape Irrigation KWater Meter / Permanent— No.: _. Sizes• ' P w y6 -ooil o ❑ Moving an Oversized Load ❑ Water Meter / Temporary:— No.: _ Sizes: PIA) q 5•-029 S Est. start/end times: Estimated quantity: . 612. it, Date: 2//ie/ -r/?c4 Schedule: ou Sanitary Side Sewer- .A1v::UQ,&kj-Sf OMR ❑ Other: `:;:WATER; :M,ETER :< Name: Phone No.: DEP.OSIT . : : :f``';:>' '`' :REFUND 1BILL1NGM Street Address: City /State/Zip: OAP TIi IIIIii< Name: Phone No.: : >'BILLiNGS tWii: 110 Street Address: City /State/Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION O.F PROJECT :> ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums ❑ CommerciaVIndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School/College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: .. e MISCELLA ❑New Buildin ❑ Remodel/ Square footage of original building space: :INFORMATIONI;> > < Square Addition Footage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ J HEREBY CERTIFY;: . A ..: RE D<THIS APPLICATIONi KN AND OW THE tAMETo BE TRUE AND „;CORR CT' E:;:: Applicant/Authorized/, / Yffign Contact Person ,.,' _ Agent Signatur - • 1/7./ _ ,1 .. ..... print name): Q l 0 K & Print Name: O f,Ir ,i j W Address: . i9 . a & /A ve SC Date: ; il./ . j Phone: ' C i ' /1- 3 2 1. I6Yu,C L v A 7gA35•S Phone: 4S6 . i 7 ) Date Application Accepted clTV of TUKWILA Date Application Expires: • . • • - • ,,. 04/22/92 - PERMIT CENTER • '"p"�tr!^ °";.w' ` •Sr e.t . i .'i '�d , i •n .�« ..r7`,�lt,,,,nr.,, n,�,,,,,,.T.... • • *' kip 'k *, * * * * *4.'. *•i *,4 *A *4 **�4h' 4,** A4* A** 4ke 4 * *A *Afi **A*A*.4AA*A*AA+MA * *Ai4 CITY OF TUKWIL(a. WO TRANSMIT AA•A *i1.4i4kA*. *A * * * **k *A A*',t*i4* * k,4** kA* A*** Ak AA'AAA *AAii * * A'�rA *A *' ** TRANSMIT Numbart 9G0044043 Amount: 25.00 O 15 :2 Pci,metit M thocl . ,CHECK Notation: LEE MORSE C3EN CO F ln i t. MEV Permit No: PW9C -()109 Type: PW-SU STREET USE Parcel No: 032;:10 Site Address: 10E105 EAST MARGINAL WY S Locations 10805 EAST MARGINAL WY' " RON FRONTING ADDRESS S Total Frt3t►s 25.00 This Payment 25.O0 Total ALL Pints: 25.00 [i cc i at n c e . 0 () • :4.4A'4.4 ***:4* 4 *k* *;4;4 k tc:4 •4h'k * +e'A* A•A'k A 4 A &* Ie* *'A* k'A* A *'kh ** *'A*'A'.k**:4 *.4 * *'A' *'k Account Code Description Amount 000/ 345.830 PLAN CHECK •- UTILITY :t() »0 000/342.400 3:N: P .FE:E UTILITY; 15.00 . 0990 07/05 9617 TOTAL 25.00 • ^y''44::n �^� �' k ` � ��.'x���� '`� ����� ; `^ v i `�'"�`�' / �'`/��'�'; `."r' / . -- .�~ * ` \ ' GENERA 100.00 TOTAL 100.00 +*+++a+*+A/r++a***+++**+x*+ / CHECK 100"UO CITY O ^ F TUKNILA N TRPNSNIr ' CHANGE 0.00 *+*+*k*h***Aw**a+*+*a*fr**+�a***+f����***��+**a**�+*��+�+ ` I�3 4671A000 �5:34 TRANSMIT Number: 96003982 Amount: 100~00 O4/16/6 — { 0 ' :2 [ F -- Payment Method: CHECO Notation: LEE MORSE GENERA IDit: SLR Permit No: PN96-0076 Type: pN'NM WATER NE/[D PERMIT Parcel No: 032304-9064 Site Address: 10805 EAST MARGINAL WY S Location: 10805 EAST NARQINAL NY S SOUTH HET ' Total Fees: 100,00 This Pavment 100.00 Total ALL Pmts: 100.00 Dalanne; ,00 *a*x^kaA++k*A+A**^+*lI* Account Code Description Amount ' 401/306,510 WATER TEMPORARY ME7[R 100.00 ' ' < � . '��e it IWZ970Z . I % x• �i� . - r) 4, 4' tiN 'aS,i"k' 004 04 4 "1- n • 1 t f • (.. '4 r' roVii ryl '3= ;r`.�"+i,i;..�'*•`• 71 0 0 • •k *A *A* l•A PAA*A*A*AAAA *d•A•A hAA*A *A.*A*AA *Ak9< *AA 9: *A *A** *.AA9rftP A *A *A*A CITY OF TUKWILA.. Ion TRANSMIT **4•k.s*.Ak*A*kAki tk *kAkAAkA kA•+4•kAAA *Aro4k1' * *A *•All**k.A**AA *A *9.tk* **A* TRANSMIT Number: 96004020 (amount: 23.00 04/23/96 09:30 Pavmc.nt Method: CHECK' Notation: Sf114GHU CHEVRON 'hit: £LB Permit Not PW95- •0292 TvLet PW- •CCAfi CURB CUT/ACCESS/SIDE I'arc:t31 ' Nca t 0323049064 Site llddr'ese: 10005 EAST MARGINAL WY S Location. 101305 I: MARGINAL WY 3 /TWO I RWYS @PAC HWY 3 & ON Total Fees: 25.00 Thie Payment 25., 00 Total ALL Pmts: 25.00 Balance: ,00 A•* Ak* **? ?****k *.4.*A ***k *•A*AA**A/t* 9tH* A*AAkA•**** *A**A ** **AA:AP.4J *A A* Account Code Uesc r i pt i on Amount 000/343.830 PLAN CHICK u•rILITY 10.00 000/342.400 MP FEE - UTILITY 15.00 • • • • + �,� .■ . c . > C Ar .w . ,!' ' n .r •!er i s r 1 j v • S yo, t ' i r: `itN u , � x� w ._+f i �:li; . c � [v'�s r' �� � r" i' iGs 'R � : Y , Y' r • {fY : 4 • � ,Y�� ,zlt"L� +fv� '� 'W ' �T` t�4 �`c r .1 ^Fri • Y• w Sf 1 / - /. 3 Lie - 7 I \„ • ;kh•k*Art k•F!ek *A * *** *A..110 k*Agt A—i tk• k: k• krkkA• sk• k• Ak- k• loci! ,••k•kit1.**Ah•kh•kdt'kJr�k*** CITY OF TUKWI:I:A, WA . '1•(tA'r,£.pir r : khrk: k cAk• ksk• hs' tsk •k•AA•A•khvkdr*** *Ahdikk•k•kh• Alt• k• k• k* f• A. kAh ie*IrIAh *A•k•Or**k **Ak *A TRANSMIT Number: 9600402£3 limaurttr :'_5.00 04/22/9E.� ().a :?.£! f'tivtsrent Method: CHECK Notation: SAill)HU CHEVRON Init: SI_U Permit No: I'W 5 -02') 3 Twpce: VW—HAUL I•U UI..INLi t'urc.el Na: 092004-9064 rite Address: 10805 EAST I1AIttl1Nr4L NY ;3 Lar•utictri: 10£105 EAST M..IP.OI?U :L WY Total Fees: 25.00 This I'zivtnc:rtt 25.00 'Total ALL Pmts: 25.00 (glance: .00 a• Aktk1.'* 4 A*• kA* kk A* 1k* A* r* Ah4• A• kAA• kA A•A A'' kA• kAA*.. k• k *•k *AA'A**.k•AA'AAA'AA,*1. * Account Code De'acr. i ut i ott Amount 000/345.990 PLt•1F! CHECK - UTILITY 10.00 000/342.400 INSP I EI. I.1'tII_ITY 15.00 F ,} ., ...• .�i, .. i.». r.L. ,i _ ?, {L *.;.�. h_,.i.� ... 1i ,1 ,a .......�i3 {3.a....F.. {. ...t„xati S�. a}..1f..... A avk:h.. __..a ... ,,_i�. ..,a.So ,. i. vt.ti';d. r..ho-. t. "U t._. e.. :1:, r.� _i Y•i:� ,nn!o.q ..a ..r..,, • • %41'j 4 , :d..," *Op .. 4 ''P's i s . 'A'Z' , y.: s,r.:'6,"" t :, . •. , • ^'i'i, .P + si'eC 4' ,a,' t oy.,l:. • i# 'iv), t 4 ' +5∎ 1.,.'.. .f ' , .y, " i, " " 1 ' ew • f 0 . . GENERA . 156.00 •k't:4•kAkhd +:rk *.hhk,l* *k*• * *A•k *•*•kk *A•k•kph*Ak*a 100v4t**R*. * * k* * /* **A* *irk TOTAL 156.00 . CHECK is6.a0 • CITY Of TUNW]:L.A. 4;A T PONS I<I]:'• CHANGE 0.00 • kh:4•klrh:4s4fikk•.4hkhkh*kk A*** *ks4• k• hh•kh fi• h ***.+Est:4•hkk**h•1rk*A** k 4- t** TRANSMIT Number: 91,000403) Amount: • 1:::6,00 04/23/S b. if `3 4872A000 14�M7 .Payinent Methodc C131i.CI( Notation 3ANI)IiU CHEVRON •: In•it: 131_H Permit No:.PW93 0294 Type: PM—L( LAND ALTERING PERMIT Parcel Na: 032004-9064 • Site Address: 102905 EAST MARGINfai.. WY S . Location: 10U05 EAST MARGINAL WY f; Total Fees: 15'6.00 This .PEiyment 156.00 Total ALL Pmts:', 156.00 . Balance: .N00 a4 k*• k• A*kA•* Akk•A *kkk•k*hk**A• **A*•k•A'k4471 k• k• A*kkAxkik•k'Atokit* ***•h•k * ***htl ** Account Code Description Amount 000/322.100 BUILDING - NOMREE3 12G.0Q 000/343.830 PLAN CHECK ._ NO 30.00 i x 4.. . ., ... {..`:5 1 j. :L.,:,, .. '. • •. .n _,,w, ...,. ,t: l. n,t,t. .,.l: t : , ....i(.e .,. .. _ :. 2.,i),Isz'k ,: 8 i:: . .}'.c-::k t,k r,' tl il., ,:r.%: _ti.i.' :!v .L :. ,'. v...i i.2k.,. I'rl'A i., ..lie4,,4?.i.11, f! 3 i �' t -TUN ! 7 a M . Y. .'A �.•.. t,Y. w *� v ,„ ,:d�?'d %��k�' jar'! �ii � ����. �1` il>' r�Eii'# �T4'{ jFi' �ti�jiYr+ a°l�n��i'i�+'ts`i�".vswt�'T+ry� r` '�;:Ja yr ' ir�v'�"��;4�_ fi :i "i y' b 20 "� }' - �;kh'!'}K`ti 7 .. 1 AA: *A * *ky'aA**Ah *A*AA ** kttk•A*#•* A* k*A:*• k* k *A*A. *AA• **hrlf,kAA *A *44A *h *A* CITY OF TUKWILA W(• TRANSMIT *•,%** * * * *k * * *A * A* etAAA*• k*1 A1,A *4, A:k**k * *•*t*.A *k *k+tktt ik*>t•A*11/44, tltt *** TRANSMIT Number.: 96004031 Amount; 2.00 V4123/96 09 :31 T !'eivm:int Method: CHECK Notation: SANDHI) CHEVRON ]:nit: SLR Permit No: FFW95-029t, 'Type: PW-SD> SYt]RM OPAINACIC Parcel No: 032304-9064 Site Address 10005 EAST MARGINAL WY a Location: 10805 EAST MARGINAL WY S /l]IOSWALF: ALONG E I4(lR(3 Total reef ;: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 B a l a n c e : .00 * t' k, k¢ A• 4A•* k* A** k*• kh* A* A• k * *•lrk•* *frkhf•kf. *r• * * * *••F•* * ** *k.k*ft * *A• *•k * * *Aftk" Account Code Description Amount 000/3 PLAN CHECK -- u•rILT rY 10.00 412/342.41 >Q I:N! F'. FEE - STORM DRAIN 15.00 ii f 5S .. :.. i. .. ,.• } e ' .. ....... ....z,r'.., ..tl. .�•..)•...1. {'. i. �. {.. .:tia' �).t ^,rr_; �f.,t Y i ; fls. to .�e1r11.t 'l r.,r��.l �..lik . }yF !. h•..14 ti nt. N.d.11 l hit e.ilt Y .v 1 . = "'ir[ nt .�.l.'.tii. li t vi)Yi. F.l l:i..t3 ♦ir4lf .li s. r g 1Z 1 } Y ",�i i! r yr •R 71 ... +i ti %'i;' ' 'brt + � -vP • • .. '" ,A i • r, " 11 .V •�/ i . '11 ^' ° ?' ;YF:, . jrxy ±; • F R{W , :iryt' r v. • q. • Q *kit kk ksl k'st A•A kAA• ks4AAk* ks!l rAkk* A A•s 1k' hA** k• kA A •kAk*kA•k,ks1 *A*•AA** "x Ait *4 *A * CITY Or 'fUI(WILA. WA TRAWSMI T **A *•AstiA** * k A** kk* AA* AA* A*• AA* A* AA* AAAA *A*A ***hAAAA *A TRANSMIT Number: 96004032 Amount: 20.00 04/2S/96 09:31 P..vment Method: CHECK Notation: SAt4ONU CHEVRON l'nit: SL:B Permit No f%W96 -001 i Tvc1e: I'W -631 SANITARY 810E SEWER • Parcel No 032304-9226 Site ( i1t{r•sy: 10805 CAST MAR01NAL WY S Location: 10805 EAST I4AROINAL WY S, INSIDE CONY STORE 1 Total T e e s : 20.00 This Pavinent 20.00 Total ALL Pmts: 20.00 Balance: .0O * *A *kk'kar•A* *•kA* AftA*A* k• A' kk* 4* 4A* h' A'* A kA+l —b Ak*Ak :e *h*•k**Alf* *kMkhsAir**A Account Code Description Amount 402/342.400 INSP FEE - SME/SSS 20.00 ..._i ,. ... , ', i. .. }!s ;. ..•i•,.'�i ..�.,....t...,rI.Y_.s. 1_t.t•. ,f. i.. ..IJ f:�?1 X1'1 .,r iil4.... , +.......l n.,.rt t IS,'a�,. .�ni.. ,. +.! +„•y., :Y7,.._...o.n._� ..15 •.. ~S ,i... .,lf.r7e..,. i..1�(., i'w4. !.z F'S.i- .,ft.r. r li... (:) 3 /Oa/9 *k *A *'A * * * *A * * *•A * *A * *• A*' kA• k* F****• k'A* a : *•k:k *,k ** **A+ * *AAkA * **•A*•k CITY OF T'UKWILA, WA TRANSMIT :.A.A.* AA*k *•A*A*kk r•kk *•*. 1••A i iMkA • •k • ; • *4* *•A** ***k *A * ** TRANSMIT htumt€r: 9G00$843 Amount: 275.00 03/22 /96 0840 Payment. Method: CHECK Notation: RAJUIR Sfltd)HU £nit: MEU Permit No: PW95 -0297 Tye: PW• -WM WATER METER R PERMMIT Parcel No: 032304 -9064 Site Address: 10305 EAST MARGINAL WY S Location: 1..5" WM 0 SE PROP CORNS :R,ABANOON EX 1" SERV tT 'total Fees: 27,.00 This Payment 275.00 Total ALL Pmts;: 275.00 Balance: .00 A.114•0AAAA.A I *AA *A *A * *: *A *•AA•ka off * *A *•k* *k *Ik *A4 **4, ** *;l** * ** A' 1 *A* Account Code Description Amount 000/345.830 PLAN CHECK WATER ME:(ER 10.00 401/380.102 WATER CONNECTION 223.00 401/342.400 WATER INSPECTION FEE 15.00 401/343.405 WATER TURN-ON FEE 25.00 • • • ,y c;. l . . • i; 1 t T' i i...,., • ,.;19' • ;ip i •7t ,} • • • GENERA 962.25 • • GENERA 4.50 • k> t: l• A•: 4: 4iehb71*• k• kA14* A• lc* A' kAkk: fit** Ait• hA •A hse *hA••Akit khJ*i.:hAkis•.4•k GENERA 10.00 C1 :r? OF TU!CW3:1.A, W 1 (l,1`�U 1RAN5MIT• GENERA 225.00 it ,w•FkkAk 4 *AkA *A *4 k•4•A•4* (A •kl4k�• '. A' �litie4 .4•hit•L*:t*-k+k•4•Ait•Alt*• 7t:4•A *43k GENERA 15.00 TRANSMIT Number: 9600'3844 Amount: 966,.•75 03/22/96 0E :40 00 Payment • Method: CHECK Notation: R AJR IR SWUM In i t: SLIT GENERA TOTAL 1241. 75 - • -- _. _ . . _.... _ _ _• _ ., _. _. _... _ ... _. _........ _. _... 41. CHECK 1241.75 Permit loo: 1395•-02134 Type: 11-- gl_pt3 BUILDING PERMIT CHANGE 0.00 Parcel No: 032304- -9064 03/22/96 123 3975A0 0 0 15 355 Site Address: 10S0S EAST MARGINAL WV S Total Fees: 1,592.21 This Payment 966.75 Total ALL Nuts: 1,592.21 Dal ar e: .00 •hh hk'A A* A4 kbitit* AA• A4* Ah• h• h* 4Aiti4*A: 4• k**• k' 4A* A +:4•A+ *A#4A•: *•k'k**i4A*kA*A•4 Arc :ount Code Dever i pt ion Amount 000 /322.100 BUILDING - NONI2E3 962.25 000/3816,.904 ESTATE: BUILDING SURCHARGE 4.50 • • • • • • • Al tA* h**• k* * *. *•k•kA *A444444•A *44*4A Aso *k4* ***A *4A * *A9 *hk*A*4A * * *A CITY OF TUI(W LA. WA 139 5-02814- 1•f:ANSMI1 * .. AM/ c`:{.*4*******hA* A**• A 4** A'• A4 A*' kA* A* A. A * *A * *44AkkA9 *kA*44kA *hhk *A /1RANSMIT Number ;' R9600470 Amount: 42.00 08/27/96 12:34 Payment Method: CHECK Notation: SANDHI.) ARCO Ini MEV Permit No: O95 -0204 Type: O -OLDG BUILDING PERMIT Parcel No: 032304-9064 Site Address: 10605 EAST MARGINAL WY S Total Fees: 1..634.21 This Payment 42.00 Total ALL Pints: 1,6J4.21 Balance: . 00 A.A.*A44*4 •4*k*k4 *A * + *A *4Alr * * *A•kh*4h *** ***A*k Account Code D e s c r i p t i o n Amount 000/322.100 BUILDING NONRC.B 42..00 1 fP -1 21:;V«n Few J i 2607.00/27 9617 TOTAL 42.00 ,i?Si r .'�. MAW t '` . , r� a' ..�. .'t •,>.•. .'rT't :, ..�. .. G',•1' fj'3 ; ti,t ".s» •'d: s.t ;a•.r!: "i.;,.'i {s• .a$.,,;. ^'tt.;.' - - , {+'d 1 4. .ro �{ :frt.� , n (�[; ::Y,' ",s " -'; 1' •• 11? ' %u; .yt, i , ,k {., " .•'� .i�`.:ii,:.}�• �, ,:�,>•,'r�, •.i. ;��4y� : %Ii ^' F' iaT..: Y,.a�:y.' °i.�t;:� } .,,,J:''': ter ,..:,.,:r:;7`:G.e.r:a•F.�iS:, 9y .�,.i .7j �hJ �f •s t +ti �,�•� . , �;•�' r. T, r : •i'��fIJ' 4 =1>i � -l. �•' •'i..:W yi � r.. { { ... Qx �� S;` , t ,Y . f I,. ., a •�'l i "'�'j "f.." 'S� #'. � / l.J (.! h *r4*4 ****A* *..A **k * *;Vk * A*' k**4 h** A*** •k'Afr **AA•k•11 ** * *kA *A *Ak*'Ak OITY OF TUKWI:L.A. WA ,. ►' �j Lt F TRANSMIT -84r4 A* �tA 41A—A— !'l r•k�r, * *'h•k *lF *A *fit *f A>h *A *A ***• A•A* TRANSMIT Number: 9400221354 Amount: 625.46 O /31/95 17:03 Payment Method: CHECI( Notattioh "ti I1IJHIR SANI)HU Xnit: KJP „_.....__ Permit No: H95 0204 . Type: 0 -HL.DC ' I3Orl:LING PERMIT . _... Parcel NCI: 032304- 9064 Site Address: 1013O EAST MARGINAL WY . 13 Total Fees: 1,592.21 This Payment 623.46 Total ALL Pmts: 625 .46 Ual E4nce: 966. «7 AA4A **A *4* A•k *4'AAA1*A AAA *** *AA A•k/r*A A *A * *4 **• kA* * *k- kkA***AAA4•A•1:•A ** Account Code Description Amount 000/345.830 PLAN CHECK •- NCNRES 623.46 • is *. i e {...i ta... n�a'..........,..,.'._ l�r-.... Y.._, f..' . .........::. >...;oia.. { •...1.5 ,,..r ..:l.t i.. k.:.,. ,...Sk.i.G..,.. r. , ;.t'{.1., . ,uL.•�.iA.S•t_....ct..�,_.., /. 'f,cf... ..lsa..A r+Y'. 9.�:��F.r k `pieff Nr +tp;v, .4 • q .p ,,, is , Y,.. n .r` )7 �:.;e.. f i ::7 ,t't}7"711>w Ttnk.im C - v A• hk* h* 40 ** h* ithAhhA•+ t' Ak: A** A*A• kAh:t hAk hA*' **k ***A4 *'k *A *kA * *kA ** *A*A* CITY OF TUKWILA. WA TRANSMIn kA k**•Ah•AA•hA4t : kA hA*A.A A**A *•AAA*•A•h•h•A*h/ AhkA*A+tkh4-k *'A+k *A k A TRANSMIT Number: 9C004266 (• ntruritt 25 „00 06/27/96 15u29 Payment Method: CHLCI( Notation; PAVITAftTAL NURLW to i t>: MEV Permit No: NW35- 029t Type: NW•-LI LANDSCAPE IRRIGATION Parcel No 032JO4• -90t.4 Site Address: 10805 LAST MARGINAL WY S Location: 10805 EAST MARGINAL WY :3 Total Fees: 25.00 Thie Payment 25.00 Total ALL Pmts: 225.00 3l a l ante: .O() ** *A** * *A•A'A*•k•A** *** APA• h>t** A* A* A* A* Atl•A* ktt &A*A *•A * *•AA'P*stAA *AA:l *+k* Account Code De cr° i pt i on Amount 000 /345.638 PLAN CHECK - UTILTIY 10.00 4401/342.400 E INSP FEE - HLH /LI /WME 15.00 0842 07/01 9611 TOTAL 25.48 . • • .,..y 0 . . „t„, .r zir . ;,: ? ;(q.•.,;:. . 1 .1n . ,l', . ' " Y.I. til , 'ON 'h ' ,t. -. 4,4 ',i ' 4," A4-,A, ;.' . n'r ; 0 e # i$-*# • . -.1vvi , ... " - r • ( ' 1 • , . • ' • j , . , . . . . . . . . . . ■ . . , . . • , . . . ' ... . . • GENERA „ ' 2000.00 . . • GENERA , ,. 25.00 CI T Y or I 1.11(. WI: L A . 14A GENERA . 25.00 . T R A N fi N11 GENERA 25.'00 : 4 i GENERA "0 00 TRANS1,11:T N II ITI tri: r : 9 Q004029 Amount: , .2,000.00 04/23/96 09:20 • , PavMent Method: CliECIC . Notation: 3Ai41)111.1 CHEVRON I n i t : S L Li TOTAL ' 2095.:00 2095.00. P e r m i t 1 o . :1 P W 95 I y p e : ' V W - H A 1.I I. igninatig . CHANGE 0.00 . ' Parcel Na: 0323011 • , 04/23/96 123. 4871A000 14:25 Site Address: 1080 EAsT MARGINAL WY S . • . . . . . Loc..ation: t000n• EAST MARG/NAL WY fi . ,...,p° . • Total Fee: -20215.00 . This Pa■rment 2,000.00 Total (LL Pmts: . 2425 . . Oalance: .00 • .14 k**11•Ai■ A.1.611.71 As1-****4144c—kA *it •lic All h****A*A***AA Ait.A.24 (count Code p.e Amount t.!R.k9RAPSVP,Si.ftanttitgkVggnftikb , .. .... - .. _ .. ..... .... ....... _ ... ... _ _ ... _ .. ... _ .. _ .. _ .... _ _ ... _ .. _ „ _ .. _ .... _ _ ..,... _ .. _ ....... _ .. ..... _ .... ...... . . . . ,. . . . . . .. . . , . . • • , , . . . ,. , . . . - • • • ` . . • . . . • ., . . . „ . ' . . . ..'. • . • . . . : . . . .. ' . . .„ 1 - i.. . . : , : . • , , - . . . . „ . , . . . .. . . . . .. . , . . , . . . . . . . . . . • . • ; . . • .. , , . . .• . : , „ ... . , . . . 4.:.'..-!:,1 i ,....?'.f:......::',. 'cW.'. i ::',' 1,il:W;."-' `;';' 1 :i.;',A .11',,, ...i ..C.k,,A: Isf ,ern 44 ::,4 :,'Weri.A., 1 ),,,,,r.,,:‘,-.■ INSPECTION RECORD � ,( Retain a copy y wh pit �' OZo INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i�.4. -6; - 1 -3670 Project: Type of inspecti•. Address: 4r6(15 C • Date called: Special instructions: 1r Date wanted: 2-11 k Requester: Phone No.: Approved per applicable codes, I Corrections required prior to approval. COMMENTS: y . X 1 1 L nsctor : ' ' Date: $ q 4 $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: • ._n 631 IttE s.: tcrTitTd,40 1. 1icciti4a13>si"IAINT."ca.1Ed *r ., , ._x _ ... e,.. _at_._. ».x .— ..: .¢ i." u. NxnmwaafviY .V1YA0Wl'yMfM.HV�+4✓tR.'+•«.. 1 mr .lWVlbb.v�r9Rt.le' uYlR9V �.1fANe.. . INSPECTION RECORD `s f !d \. 1 7.t: Retain a copy with permit 32 "'t s INSPECTION NO. PERMIT NO. CITY OF TUKWILA B lUILD1iNG DIVISION ,,, 6300' Southcenter Blvd., #100, Tukwila, WA 98188 II (206) 431 -3670 atb4 ILA 0)(Gl/F-v /v Type of inspection: r' �P�c}ciress• 6A5T mAll_ U�1� c Date called: 8"" 23` S�peecial instru tio ns: Date wante a t Requester: j? • j 3uccel ' Approved per applicable codes. (. Corrections required prior to approval. COMMENTS: 1) ST MA- b AMM�c " 15.. etZE G1.1 W/ Ni And hcce'Ss PA a4 sty. z u l Lo S , cz �P vim` A >� w+Prd' la � t aU � ROT f T $,=' occu.,° b C Y' „- V 5- 02 &s)::; tf Inspector: C ..� Dater 4 co 1 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: { - 1 INSPECTION RECORD Retain a'copy with permit INSPECTION NO. PER I NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: Type of inspection: '(UKu)i1 C40\i rc)n P(�.a �1l Address• O ' Date called: Special instruct i n : ( fit Date wanted: a.m. p.m. Requester: Phone No.: [{ A roved per applicable codes. Corrections required prior to a I✓ I PP P pP � � q P approval. COMMENTS: _ & • • r Inspector: Date: j` ag-thL I $42.00 REI PECTION FEE REQUIRED. Prior to inspection, fee must t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ( Receipt No Date: •• INSPECTION RECORD Retain a copy with permit _ 5 - cq INSPECTION NO. PERMIT NO. CITY OF TUKWILA EUILD(NG DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9,8188 (206) 431 -3670 ProJec VN C ^� � Type of inspection: H irt) V im( Address: V Date called: � Special Instructions: w _ N Date wanted: %_g� ( _a! Requester: ..eratn f Phone No.: I= Approved per. ap • cable codes. ( j Corrections required prior to approval.- COMMENTS: i • 177� Date{. 774 L� ..42.00 R FEE REQUIRED.. Prior to inspection, fee must 2 be paid 6300 Southcenter Blvd., Suite. 100. Call to schedule reinspection. Receipt No Date: U .; _.r_.x+v,.i.. +Y.�'!�.�tSlC. },ate �.1► sr..�ie... ..._ . ..':' S, INSPECTION RECORD 0, Retain a copy with permit 615- 02g4 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X41 (206) 431 -3670 Pro e kim A 0 U R01.3 Type of inspe tion: F/ , tAL. t. Addre i 0 roe AAAP6iNAL toy s Date called: - z 3 Sp / / p ( cial instru Ions: Date wanted ,, � Requester: ice ` Phone �\ /� 167" 6t � 300- . 862 (cell) ;, Approved per applicable codes. Corrections required prior to approval. COMMENTS: 11t/L- vtJ3 1sc`4•i �tSYv�,/ L - t LS t -- ` )e ►.FSr for- Ft NAL.. .; i°A1A n1SP€a' .. PILiOA�..TO c -1-k% PO— - 4 u IZ 3A. r►AL . Ins actor (�� ,� �`. p � Date: ( 1 tott,o �+ X $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.. ^ r cfl Date: j h� zf rw rp..a,.'ki!,dtt u.1!rT riatog Jf.'t3Rl h/fssSiYl�.:611iElf]aA fhtc5'id�33..�i 1 3.'lll.,iwz�awrr.xxr .i: +.. �'.�•A.t` ',�. _ INSPECTION RECORD 7,, Per' v.e . / 6 4- 2.-- if . z;:' " . - , Retain a copy with permit `` ,, w- a , / 1%i INSP !,TIONNO. N,, - r= PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206) 431 -3670 Project (2 , Type of inspection:�� --- i Address: Date called: 4 t Special instructions: Date wanted: _/ . 'C (� ' P.m. I Requester: 1 Phone No.: a I Approved per applicable codes. [2:1 Corrections required prior to approval. ti COMMENTS ; ii 1 .2, A1et,L . /C; / 5 5 1 3 - 1 Gea - & 7 4 tc3 ..y) 1:70,7";4,,...,- 4), . Q RitbC- 4)0)4, Aka_ . 9 j Re..-S u6 eit i N f 4 ate) jlex2±____/-- 440_132____all :I ti UE,s, d ■ • I Yk c Li n vim) 1 c ri, 6.0 /- d,..,frot 0, I 0 Inspector: Date : 1.m 1 $42.00 REINSPECTS FEE REQUIRED. Prior to inspection, fee must f1', be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Loate g i „ k 41::, 7 1 etc ' • INSPECTION RECORD: t A Retain a copy with permit ,,5-02.9 4 / / t') j, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: �, Typ::;:Pectb0h1 '' /?” / : Special instructions: Date wanted: a.m. p.m. Requester: • Phone No.: I Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: / b) L) ' a / G S G , // 1= I / 1 ///' 4 //, /l'?oil . i Inspector: (1 Date: e l G r../ , �, /'`7 Cy ii $42.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. { - [Receipt No.: Date: 1.4 1 lie,, , t} ' Y .R i. ,a• iI L,'...... rc' i' 4.L'' cat6 - , ':. - .a, ,.• , `.. isiciwitAagegyk, . i , r I NSPECTION RECORD Retain a copy with permit 5- a lq , ,i INSPECTION NO. PERMIT NO. i 3 o CITY OF TUKWILA.BUILDING DIVISION ! i f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 I Pro ect�''' Type of ins ectio • 1 / %..." gi (Jk p �� Yp i tr U Address: Date called: 1 Special instructions: Date wanted: 9 .. erd P.m. Requester: Phone No.: Approved per applicable codes. I I Corrections required prior to approval. CO MENTS: ,: i it 1 i Inspector: Date g f6 L / $42.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •4 Receipt No.: Date: .1 ' Vii ',_........_ _ ......, ro ,.,.csr�......:Jk-s...X...r..,. . _J.f.,.....,.. n..,........__ . _.. .._ ......tc,..b ti+.filY. ......._.y_.?�..........,. `�' *'. _ / INSPECTION RECORD . t Retain a copy with perm a � - O Z.,� INSPEC11ON NO. r ' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION � j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 _ E r i t y � . v o i t fi t l . ' . d e get Type o rtsi tion f L/A f J Addresv: 08'0 EAR ^I' . -JiJAL wy D ate called: 8 -_ 9(o Special Instructions: s Date wanted• pii " o " � p.m. Requester: tZON Phone No.: 8 (o,2.. M 1 Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: A� - - 1 Adak Inspector: Date: •�. ll..... J /4.11.411 cr' ii r. R r - i $42.00 REINSPECTIO R FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • k} ` � t .-- .. �_.._.�g :.Nt./rRd`1 s.7�•t•9�iAn 'y'G K,'trkl�kF3l�stt.�xti; ':.�AfVE?T�'.7. �4[l�.9.'�G':.Yt^: EJ.tp�P 7 01Lwatvti, :_ ...- 0 . 4 .2.41,...../..,,I ...........—. .....—... ,... .,..-- —,—.--,..—...— ....—■. --.—..........—....*--.....-..-- , — . g .. ........ Ask .- ..., Ma INSPECTION RECORD 0 be Oa Retain a copy wit permit INSPECTION NO. ) i PERMIT NO. ... CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: e teezticre9 Type of in 7.168.1.0 Address: Date called: ... ,, Special instructions: i Date wanted: Requester: P Phone No.: 1 Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: „ P' - /...5 N eli /LI 4 )‘JAL A i.i. 779 _ fr-1.4441" Aqz / 0) roVa:-.77oti Artm.A. trz.. TY ..swg cc - :-. 1 TO 45 co 1-• II* C3 . 1 A ' Tr LAS 14MAF •:,' i • `:. I 11...3.21W1...D A i...714-.)i.k(414 Z'17....1 7112:-. tl.Pr‘kt" ; 4 i --- , A • f _rt".% 1245 A 11-0 tA tga rtkr CA ("kr Pt x,.714 Aer • i It wi..,,a Nor co rt4Ar Tsf • mire-4A . Jcht.a• v400-- ' A 0 -LAA 0 04,4 N.n4N---. I t4-se-ic-ri) . 1 00 1.1 (.... 1.3c.;:-Nci.$) A-42,1N ,s rtv.:: ,c‘z.F. LI t-..K1 1 OZ■A'ATTO,4• ' : I fr va Aka-I 1.... 'MAT' ri4C rrIfti4.- rl "4 t 7 14PT41 gA"'eet-) Pt co... V1/41 Y *I" "") 3 z) , f r - i A • , i -S oc e■--- - i-p\N - 1 --- A PoTt4 P)41-... ArLok-IS Lot., A0 Agr (4.E EX e&S 'OP Po IL t 4-SPtiriuxt,.: . • ,, i .. i Inspector: ‘\(... 4)1._ ....7S , Date: . 1 : .. 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: • r,s .., - Vi `' INSP t . INSPECTION NO, PERMIT NO. IA tv CITY OF TUKWILA BUILDING DIVISION I .' t' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ! :i., 206) 431 -3670 g C ° ProJec . Type of inspection: !x; '- .�. 1I /.r 'r Address: Date called: tl Special instructions: Date wanted: a.m. Requester: 14 Phone No.: et ri Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: S / s t' -- ham - 0 1�, -- , i .O rte --ral‘ 0- -- 14 7. _ . 6 3 i 0 ! / ,0 . " 4 .-les 4/ * - ...ar_f.e_S_____,?4a;, .%, f et J , - n Inspector: /��� Date: ! 5...— ! . 4001 . "� $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 y .. f :; u t ;' - I, ' ; lagE111 INSPECTION RECORD ' Reta a copy With perm s-6elci o I NO. PERMIT NO. Jr CITY OF TUKWILA BUILDING DIVISION }' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C (206) 431 -3670 fr Project ���� Type of insp ti n: , 11 Address. Et called: ? . 111/1 , .., i Special instructions: I e wanted: 0 fir � a � =.m. i' ° D b l r.:. •. . `. Requester: `+ Phone No.: f _ ,., / , W r:; Approved per applicable codes. i n" Corrections required prior to approval. (.. COMMENTS: 4 '-',' ___Ca____Tiln,,____Cdtt2.4 /4 cl, Citir.4 1 V`eci 4:5 — ' 1 `�l�- - � -� It �, cP� l ; . i'' LAfrvre /' piti " pie.. �. V I. . t - f I • Inspector: / , Date: Sk, I $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: It' F. *. s..r .... _ _s:. , ti srs : ens•: =NsMi■ “...yra ............,........m......sopmrpotogpw.p.....0mOWDSVVIM14.0.1411..61M14044WMAMICII i :2 ' • 1 - 1 INSPECTION RECORD r i r a r . fl ----- Retain a copy with permit I or 1 - CV-S4 INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION \ , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IL\ A (206) 431-3670 .1 1 Project: Type of inspection— ro 6 Tv1/414.. C44 \2411 =WT. Address: Date called: ' MOS C . tell , WA . CO■ il s Special instructions: Date wanted: a.m, ( / p7_ - 1 Requester: Phone No.: 7 (1 4 ' ft (0 7 ' Approved per applicable codes. I I Corrections required prior to approval. . COMMENTS: ., , '' 1 • ' ..' 1 .:, l! ,.., 7 1 , 1 \ ' . ., .., 1 I t , p inspector: - C Date I [TI $42.00 - INSFECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ■ ; Receipt No.: Date: I , , ...., L .h.re4tv•ittherss.4.0.*.WashorreLtNtkitlyaa.'A4-1/Wr.,...ir........ .iN ‘ ; • INSPECTION RECORD � , Reta a copy with perm pc?gr y INSPECTION NO, PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i v J (206) 431 -3670 Project: 1 /lw/ % C �, „� Type of in n: , n / l.'/'l u'f f 'o /s ' IIYI Address& OG , , 1 3 Date called: /_, / - w (( JJ K/ (Y Special instructions: Date wanted: / /' a.ni t (p Requester: D Phone No.: ,. 76 (teal r Approved per applicable codes. f 1 Corrections required prior to approval. ;'•, '� COMMENTS: 04 lL.. !.1 Y I t7 L�`1) 'Ci�cr LI r 0 I5Ud0 (.Act-e (NS(? A wia CMT trM -t_, A Stc-:ri t , ^ f#Av►io vkA ck1 N n►.a ( �►s v Ae'Pn.a v.--g 6N Art -ti T.- psi" 6 w c C,a . .:t siNerrm Pr"`o CAA rl i?&JMi -d(s.1 W \ -L: Ft LL 1 4 • ( 24_ 4 Inspector: l'` s Date: 6 1/E klf r�] $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: s , . , .... �, rL L"t -..- � ?Y y' ... a wi�, _. ... :! _ _�".(.A -� .. ,..1 4 fiL;e.y.c:_�F�...• c <��" : 5 �. f ` t, a! i Serving nowt t- ©PANCH The Entire Pacific Northwest :,nr" rd , 236•. i, F SSAWIN tiiAit .i OFF CE K Cril ; J t C' DRILLING INC. fL_ „? CONCRETE CUTTING & bEbiOLIT10N SPE IALISTS aGJTr~ BFAPII N ; fhl Olympia 27500 16th Ave, So. • P.O. Box 3157, Kent, WA 98032 2o- 352.8835 s 4 g• ,.. • -tNi- 1--- - - .-' T ,,,. fiJ :t r• r .. „,.. r ,A(n ( 9 l (m 0 -C "----- • r, IM I, . L4 '< rit,lx.lc tr.14 j ! }� "S`+ ',„...... 1 1 I �' : .i 7 It 1 f l ` r ...4 ' Cr '.-it rR <f !1;:-;Z.%6 .1 I - I R Y ' . - i ..... ,/,.. , ..,. ,. ...... ...„............„.„..._. : 4L-- 1- - - --- • - - ; '. I � [ X. ' 2 ---- 1 . I f ,,,;, .. -- ___.. -r t,' .._ 4f y , F „5 `�'s-Cr t n it i I. 7 1 /J/ / 4,1 "' • .. " - r:i - 1 `� U Pp,,c::l-'` ,, 2 • ' � ; `. ‘• . w.._,......... .ter _ - /L. • ..4.... ... - ,:, _, / , . . INSPECTION RECORD U Retain a copy with permit J �'' oat I'JSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981880c (206) 431 -3670 Proj7 1 fr. N/v wV ✓ Type of inspegtLion: t A l ciA. ( : ' Address: l0� L , , 1Date called: /� �y, 9 (Q Special instructions: "Date wanted: [ _! ( / a.m. P �p Requester: W r 1 lZ Phone No.: Approved per applicable codes. E_pQ Corrections required prior to approval. COMMENTS: '�- 1l0, l - 54 1— I /AT (Ziva D 1 ev.0 (AG IA . j ■ • • 0 • ' , 8 : t o Inspector: C L j K Date: /_ 17/47 _ $42.00 REINSPECTION` FEE REQUIRED. Prior to inspection, fee must -t ` >. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4. Receipt No Date: ,e e. u ._ _. 4 ...K: _fin,. di..} I, — .9.. - ler...4__ M ..s ,tfktr.. — "teYi'+; "...11Y.M. _ ....�.n::,-. ., . r. -- -- - t EMI INSPECTION RECORD .. Retain a copy with permit j� - QZ INSPECTION NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 9. 1," ,k (206) 431 -3670 Iratief.smitis �1EVRo Type of in c n Ais d e s Date called Special instructions: Date wanted: 13 , qi Requester: 05 qe? nA 10=167, �= Approved per applicable codes. I Corrections required prior to approval. COMMENTS: • . . ?.. .. ji I • Inspector: Date: ( 3) 9 $42.00 REINSPECTION FEE REQUIRED. Prior to,inspection, fee must ; be paid at 6300 Southcenter Blv Suite 100. Ca I.to schedule reinspection. Receipt No.: Dated _ .. .. �r.ee...t�tL_ls. t11 3..oaTur �a�it"�.fit�Jt� yttirn" �iS�3i{4.&t�Ainaio�sR..�.uC -. _. t _.._ _ I• ____......___--.,.... ' § ., . e • i) - 1 t , 0 INSPECTION RECORD g) Retain a copy with permit 6 —0224. v INSPECTION NO, PERMIT NO. -.. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd„ #100, Tukwila, WA 98188 (206) 431-3670 Proje . Type of inspection: 1 C- .. 1 .L LA I Address: cof , 1 ate called: (7 A . rfi M /fi ----- — I li i i 41,1 II 4 i i yr Special instructions: " Date wanted: 61 (01 / 47 (A Requester: iz io , L......... Y "..., ' • . ., Phone No.: ': t 1 . 3 z... , ] Approved per applicable codes. F required prior to approval. . 1 .., COMMENTS:. , i • .,.. . = I CI4(— % C. -A L. 4.1 it... II a , Si A P 5 P A CA 1 oti F- "T itC10-- aMA.... ezA--: . pc-rrA)Ls 1ys--12... A,0 c-.3-2,.. A p ( ‘ I S ` coo,..k.o) A ( SfA ct a? Y., / , (S j)A.A.4)).. . 14 * 7 0J eziom / is sr( u..- 10 Gmcgmol. .1, „ . 6114e6....._ CA u Ake cPLO • i . , . .. -..' .. .,. . [Inspector: ..... Date: C. ir tAli I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must r. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. E Receipt No.: Date: - Likaigso,K,..—„,43.1estgc ..._ . . Ll... p*- .....r-.*.r.■r*vom.."...rov....Nif40LtZICS9YXRWIJV/V.M.: . , 0 eq INSPECTION RECORD 1.. tNSPEZO Retain a copy with permit EAS 1 INSPE ION NO. PERMIT NO. a CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818: - t4 206) 431-3670 .: —IR Type of inspection:_ . . 1 lA.POLA 0, SCIt . Al Actclres,s.: Date called: _ 6 _ ( I .. . 104- O EAST MkalatiN- WY S , Special instructions: Date wantet _ 7 _q 6 : • i Requester 7 rC0143 k . ia r i i 00 : 7 0 IC Wks 591- 8%2. i : 1 I Approved per applicable codes. •.I 1 Corrections required to approval. COMMENTS/ , / 04 * y Cdee, 1 115 •i/ ,... 1:5'. A , ... , i ..,, ' .: ;S 1)) • 4« ''''; ' , .' i '''' f . ii• ' ifela - S 5y : . ■• ..■..." • - , or ' .A. 0 ff./ I ' II i ,- ii . - / -4 „ , 4 J.. - 1? , L : dr' - 4 ....._.1 1 , -,-' • cmik" # JAL * , i ; _ .....e Ilt ...... 4... • 11 , 15 i----F 1 i •,i • r i>le- o!', a2....*I (IS A LL/ Afi ts13..Ult_c. Li i I , • prA i CZ tf4ke 4 • .1 . - . / :Jr • . . 0 / f 3 , Inspector: A 1 Date: • ' t $42.00 REINSPECTION FEE REolfIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'i Date: ii r , .,- . ,. ,-, , ,Ltvallors44111Ltrz,...;kt.ki-A4t,embtAt.iirC.411... ' 1 .L....1 ._.e..f.--, .. - ' ' NJNMIMMINMMMMMMNM E 0 INSPECTION RECORD Retain a copy with permit 4.5 j INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188) (206) 431 -3670 Project: / Type of inspec ': G ..`. ir,: ". Address: Date called: ' Special instructions: Date wanted: :i,10 Requester: 1' Phone No.: 1 I .Approved per applicable codes. I I Corrections required prior to approval. ' COMMENTS: I E h • I) 1 ii P Inspector: C ss... c Date: S / ,, Lfii * $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: w.r gria lest " :"c_' seeaikuttw.v' �'a tAl ..brua `,.a:ai!a4r_i:a 1 I INSPECTION RECORD ri Retain a copy with permit 20.gLJ 1 INSPECTION NO, PERMIT NO. `* CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i : , ,4 (206) 431 -3670 r��__� t v7 i� , [ Type of inspecti - rr ^ , ,, ! �V A ,, )4 ' V' LA l:r 1' ,' Ad es . Date called:.. Special instructions: ate an a _zit- R �� te ter ,, rivi o.: 5gi ,... g96, F1 Approved per applicable codes. ►'d Corrections required prior to approval. COMMENTS: 4 ,, f #,,, g _ L _ .. _ .AB • Ceroa u1 fr7r ' CF. lrf 4 =i /Z ,tee Ae S, 3 J Inspect° f ( Date ^ / Col $42.00 REINSPE! F E REQUIRED. Prior to inspection, fee must be paid at 6300 S • thcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ...��_i� tie% �G: 43��ra�»: kc' .tts�+wvcrarW,.., _. �.'_ ... r. �m.. a. ....__.�,�,:..�.r.,a•,..,«,w.. o F 4 D INSPECTION RECORD Retain a copy with permit • IP - . I INSPECT! NO. PERMIT NO. ' s ' CITY OF TUKWILA BUILDING DIVISION ,: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 T qL ,�1Q z: Pr t• ` l✓ . F GA i' id e) . I U d "r : ' .. I - • Date called: 5 r it lei 6 i , a 10 Special instructions: ate wa ted: a.m. equest r: on o.: KO 6 ,~ I p 1 — g (oz , Approved per applicable codes. ►_4 Corrections required prior to approval: COMMENTS: ..',;. _______ _ A : Inspector: 4 /' Date: L —Lir / .4L -- ,r • i 1 $42.00 NSPECTION EE REQUIRED. Prior to inspection, fee must >r be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. y: I Receipt No Date: '' ''' l r , . - , ' v im, . `e i f.. .__ ..._xii!.1•......:LF ..- -1.'!1 • ;x... i.,.........,_. 4: .�.'""._. .0., , n'., :: �.S``� .. dik INSPECTION RECORD 11111'77 l./ IIIVLj Retain a copy with permit _ZI,',:c, —0 , INSPECTION NO, PERMIT NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 1 i i Projeciu ei ,. y l t t-telpell Type of inspectio : frrail d ?In ri Address: .Date called:, 1 1 . a : • Special instructions: Date wanted: iti /61 co, a.m. Requester: rt t - Phone No.: , pi Approved per applicable codes. [ I Corrections required prior to approval. I COMMENTS: / / .t 41 _ , , , ..e.1411111 !:: t Y rf C - a es 2 Z le e - / 4 - 4 2 - - - k - !a...9 r$ IS (i i'€' & )4 i-,..7 , t ...„ ,ca, 1/4-se2,. C ■ ia AA - A 4.4 `: I 1 4/7 Few (94 74:,‘"?..eA._ , v . B / . . i i . . , , I Inspector: Date : / , 1 1 $42.00 REINSPECT N - FEE RIOUIRED. Prior to inspection, fee must to schedule.reinspection be paid at 6300 Southcenter Blvd, Suite 100i Call . Receipt No.: L Date: kietk....,.....i.4„,,..0.,..rwke.iiaL.:z..to..—gt...1.........,!,-... . V V *... • • — •.• ■•••• 10- '••, • '•••• ' a....“1. J...A..........itASZLy_C•td_k...N, . , , . r- ... ....+VWH.y,u+•........... __ - ..�. - ....�_�.....— .......�- .. _ ..-- •sn.- •urt++.+cR6M'+dS'Rr� E„ / , .. , f INSPECTION RECORD , . Retain a copy with permit ar D Z ; INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -36 0 s _ Pro ec • ILA 0 .06vizoN T of in_sp ction: t sree i l �dc6 � . EAGT MAZOINAL W k) Date called: i 9 _ 6 - i • Special instructions: Date wanted: _ , ' n a tie. Li - � V :9.T�' F..... ... M. , ..LAS Requester , O~ q � i '4,; ti t PO►s «" @ . OC ► L ....2.a bow .... Phone No.. C) l 0 n q . eo4 Apr d erapplicable codes. r4 Corrections required prior to approval. COMMENTS: -:•" o, c I> 6t Creo ,4 cam$ / / /�- ;l I s "ley ca.t. /:•=ft.e./ p 44.-A, . e--)-.7.1e/f ,:,.. 660 ,4 ,fri• �1 : / ( IN /l G rt.. • I' // .F'2! e ( .K.N" " 1 1 et47, el Cr' 9 0 7 ,g, 1 s o,-/ ,,. 94--/-? — .6. , . } .: , f Y i :1.1 i ,.., Inspector: Date: lJ � 1 1 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, tee must ;i be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No Date: ' 1 ,... .. _ . ,a .. '_ 4 _r•_ — ..kcs.-.. tare. a`tl, lr!." 4 . 614,.uii.14kz- - . .a c.i!"1.iku'.t.ei, — ;It. . i- 0.,s:ak..._ -i..i ._ .._ ,'..;Tv Retain a co with e rr mi>t j V i t ro , , , .. 1 1 Q .F copy P I , INSPECTION NO. PERMIT NO. .. � Y1 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 , Project Type of inspection: i; Address' 0 {y.^ /�1��I Date called: / kr Specie Instructions: ✓ Date wanted: ate, 7 -f° Requester t 2 , Phone No.. LLApproved per applicable codes. ( I Corrections required prior to approval, fi `', COMMENTS: 0 it m e w l TM Ckr" /no rz-Sf 6 6 'QM- 4 , ADJJO ` )9 i,; Gt. ,.sS ) -E s0.11V. aF 774f ♦ ' i } I Inspector: / 1:\> i Date: i f i 3 j $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100, Call to schedule reins action. p reinspection. Receipt No.: Date: I . .. 4.0.3 1ylk A..,Ysit . c i : . silt..zitoili!+;.'141,. .ai'......+L..,.►.Z= atvegan i .i!rClitt'{La'5Wg46 �.1Si t,,A.,z.rzs,..y, ___. a,` } , • tuatiK7 'S" ^zx:r.E.z- .:,..fue.rwn ..._ __.. ... zs A G RA AGRA Earth & Earth & Environmental 1 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034-6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 - 3914 CLIENT: MR. RAJ SANDHU Report Date: June 21, 1996 �.V , 2023 217TH PL NE Project 1: 6- 919 - 10916 -0 REDHOND WA 98053 . Project Name: CHEVRON STATION TUKWILA Project Hgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EV SPECIMEN TYPE: ** GROUT ** ASTH -C39 P.O.!: PERMIT B96- 0284(5) MIX & FIELD DATA Date Cast: 5/16/1996 Subcontractor: Location of Placement: WALLS FOR CAR WASH, TOP LIFT. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTH C -143: FLUID FLUID Mix ID!: 3606 Air Content ( %) ASTH C -231: NA NA Supplier: LONESTAR Unit Weight(pcf) ASTH C -138: NA NA Load!: Truck 1: - TEMPERATURE Ticket 1: - Weather: OVERCAST Batch Size: 9 YDS Ambient('F): 52' NA Water Added: 0 Concrete('F) ASTH C -1064: 58' NA TIRE Batch Time: Sample Time: 12:30 Finish Time: Technician: FRANK ADAMS TEST RESULTS Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab 1 ! Recv'd Tested (days) Size (sq in) (1bs) (psi) /Cure Design CHV2624 2624 5/17/1996 5/23/96 7.00 4X4X8 16.40 71,580 4360 218 2625 5/17/1996 6/13/96 28.00 4X4X8 15.80 90,820 5750 287 2626 5/17/1996 6/13/96 28.00 4X4X8 16.40 96,600 5890 295 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar REFERENCE REPORT H-12. Signed Distribution: CLI t,..,:,, Engineering & Environmental Services L A G R A AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Report of Compression Test Results • Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: June 21, 1996 (./;? 2023 217TH PL NE Project is 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Hgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBUR Structural Engineer: DAVID $VANS` SPECIMEN TYPE: ** GROUT ** ASTH-C39 P.O.': PERMI(1i B96 -0284 ) MIX & FIELD DATA Date Cast: 5/15/1996 Subcontractor: Location of Placement: WALLS AT CARWASH FROM 4' TO 8'. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTH C -143: FLUID FLUID Nix IDs: 3606 Air Content ( %) ASTH C -231: NA NA Supplier: LONESTAR Unit Weight(pcf) ASTM C -138: NA NA Loads: Truck 1: 029 TEMPERATURE Ticket is 602421 Weather: OVERCAST Batch Size: 2.5 YDS Aabient('F): 50' NA Water Added: 3 GAL Concrete('F) ASTM C -1064: 60' NA TIRE Batch Time: Sample Time: 07:45 Finish Time: Technician: SANER KILFEH TEST RESULTS 1*********************1 Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab i i Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV2692 2692 5/17/1996 5/22/96 7.00 4X8 12.57 46,540 3700 C 185 2693 5/17/1996 6/12/96 28.00 4X8 12.57 62,890 5000 A 250 2694 5/17/1996 6/12/96 28.00 4X8 12.57 63,840 5080 A 254 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar GROUT PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT H -11. Sine' .... ;�a,�:..� Distribution: CLI' T , 4Qsy Engineering & Environmental Services • ryk .; /- ,`w.vP: eJ i b7GS of is r:...nM , . . tx, v. i... r...».,,. ...................w...... �»........... ......... -w.... _.......... _.......... _... .,......- ...................... .... _.. ......... ... .. _...................-.,....- w_. n++. v,... r+.... ..... «....... .... ....._. ..� LA\ AG R ,A AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland. Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: June 10, 1996 2023 217TH PL NE Project 1: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Hgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID SPECIMEN TYPE: ** CONCRETE ** ASTH -C39 P.0.1: PERM TI B96- 0284(5 MIX & FIELD DATA Date Cast: 5/07/1996 Subcontractor: S AND J CONCRETE Location of Placement: SLAB FOR CONVENIENCE STORE. Actual Specs. Specified Strength (psi): 3000 @ 28 DAYS Slump (inches) ASTH C -143: 6.75" 4 ±1" Mix IDI: 551020 (5.5SK) Air Content (I) ASTH C -231: NA NA Supplier: CADMAN Unit Weight(pcf) ASTH C -138: NA NA Load': Truck l: 207 TEMPERATURE Ticket 1: 264285 Weather: OVERCAST Batch Size: 10 YDS Ambient('F): 54' NA Water Added: 30 GAL Concrete('F) ASTH C -1064: 66' 90' MAX TIME • Batch Time: Sample Time: 08:55 Finish Time: Technician: SAM HYATT TEST RESULTS 1*********************1 Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab I I Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV2381 2381 5/09/1996 5/14/96 7.00 6X12 28.27 105,740 3740 B 125 2382 5/09/1996 6/04/96 28.00 6X12 28.27 141,780 5020 B 167 2383 5/09/1996 6/04/96 28.00 6X12 28.27 136,820 4840 B 161 2384 5/09/1996 6X12 28.27 HOLD Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar SUBCONRTACTOR ASSURED CONRTOL OF WATER CONTENT AND SLUMP, WATER ADDED AT SUBCONTRACTOR'S REQUEST. 1 Distri uyion: IENT Engineering & Environmental Services L A G R A AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034-6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: June 10, 1996 2023 217TH PL NE Project I: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID SPECIMEN TYPE: ** GROUT ** ASTH -C39 P.0.1: PERM B96 -0284 MIX & FIELD DATA Date Cast: 5/10/1996 Subcontractor: Location of Placement: WALLS ALONG GRID LINE 4 BETWEEN B AND B.5, ELEVATION 0 TO 4'. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTH C -143: FLUID FLUID Hix ID/: 3606 Air Content ( %) ASTH C -231: NA NA Supplier: LONESTAR Unit Weight(pcf) ASTH C-138: NA NA Loadl: Truck 1: 20 TEMPERATURE Ticket 1: 563598 Weather: CLEAR Batch Size: 9 YDS Ambient('F): 51' NA Water Added: Concrete('F) ASTH C -1064: 66' NA TIRE Batch Time: Sample Time: 13:05 Finish Time: Technician: BILL KINSELLA TEST RESULTS 1*********************1 Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab I I Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV2545 2545 5/14/1996 5/17/96 7.00 4X8 12.57 31,680 2520 C 126 2546 5/14/1996 6/07/96 28.00 4X8 12.57 52,360 4170 C 208 2547 5/14/1996 6/07/96 28.00 4X8 12.57 50,130 3990 C 199 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar REFERENCE REPORT H -10. Signed Distribution: CLIENT Engineering & Environmental Services • ..aN :i4..l.:74 tt i+y,a -e.. •. eau .•.vrr..,:....: ................ __ .._....._....»........+.... w. rr.. . ■.r wenr.... uw..+ r+ w...+............. m w.. ..+u.�r.�ro. + +u.wrt.w.rxaawwr+a. man..... r..«....... w, w_._... ....� �...r....r.. A AG R A AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820-4669 Fax (206) 821 -3914 CLIENT: MR. RAJ SANDHU Report Date: June 5, 1996 2023 217TH PL NE Project 1: 6- 919 - 10916 -0 REDMOND WA 98053 Project Nape: CHEVRON STATION TUKWILA Project Mgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EVANS - - - -- . -.,. SPECIMEN TYPE: ** CONCRETE ** ASTH -C39 P.O.,,: PERMIT B96- 0284(5 ( ;' MIX & FIELD DATA Date Cast: 5/03/1996 Subcontractor: Location of Placement: CANOPY FOOTINGS. Actual Specs. Specified. Strength (psi): 2500 @ 28 DAYS Slump (inches) ASTM C -143: 3.5" 4" Hix ID!: 601000 Air Content ( %) ASTM C -231: NA NA Supplier: CADMAN Unit Weight(pcf) ASTH C -138: NA NA Loads: Truck 1: 144 TEMPERATURE Ticket 1: 263797 Weather: OVERCAST Batch Size: 9 YDS Ambient('F): 60' NA Water Added: 0 Concrete('F) ASTM C -1064: 68' 90' MAX TIME Batch Time: Sample Time: 15:30 Finish Time: Technician: SABER KILFEH TEST RESULTS • Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab l 1 Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV2235 2235 5/06/1996 5/10/96 7.00 6X12 28.27 139,880 4950 B 198 2236 5/06/1996 5/31/96 28.00 6X12 28.27 189,360 6700 A 268 2237 5/06/1996 5/31/96 28.00 6X12 28.27 172,820 6110 A 245 2238 5/06/1996 6X12 28.27 HOLD Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar CONCRETE PLACED VIA CHUTE AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT H -8. Si .... 0% G`-- Dist4iblution: CLIP Engineering & Environmental Services i.: 3 dP , . a: 1 .:. ar. t.;>.. t' a. �..: a.: sa% crr. r.,,. uurw,,...,,.».........,.,...., �-. �...... �.,..,.:...,.„ w..,..., .. � ................................._..,«... ......,,_._.....„........__._.. _....__.__ ..___... _«_.»..«.,............,..._..............-,...-..,, .........,..__......_.___...._. ._.. .. .. .... ...__.. AG , RA AGRA Earth & , Inc. Earth & Environmental 1 NE 122nd Way Suite 100 Kirkland. Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: June 5, 1996 2023 217TH PL NE Project I: 6 -919- 10916 -0 REDHOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIH HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EVANS......• -... SPECIMEN TYPE: ** MORTAR ** ASTH-C39 P.0. 1: PERMIT/B.96-0284(5j, ...� C_ i "r'' MIX & FIELD DATA Date Cast: 5/01/1996 Subcontractor: Location of Placement: WALLS; ALONG LINE A, BETWEEN LINES 1 AND 2, ELEVATION 12' TO 16'. Actual Specs. Specified Strength (psi): 1500 @ 28 DAYS Slump (inches) ASTH C -143: WORKABLE WORKABLE Mix ID /: JOB HIX Air Content ( %) ASTH C -231: NA NA Supplier: JOB HIX Unit Weight(pcf) ASTH C -138: NA NA Load /: Truck I: NA TEMPERATURE Ticket I: NA Weather: OVERCAST Batch Size: Ambient('F): 50' NA Water Added: 0 Concrete('F) ASTH C -1064: 55' NA TIME Batch Time: Sample Time: 10:50 Finish Tine: Technician: CHARLES EDGEWORTH TEST RESULTS 1 * * * * * * * * * * * * * * * * * * * ** Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab / / Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV2186 2186 5/03/1996 5/08/96 7.00 2X4 3.14 8,180 2610 C 174 2187 5/03/1996 5/29/96 28.00 2X4 3.14 12,060 3840 C 256 2188 5/03/1996 5/29/96 28.00 2X4 3.14 12,540 3990 C 266 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (B) Columnar REFERENCE REPORT M -5. :-- Distribution: C c.f;y Engineering & Environmental Services . It i U r tw..X.... w.... a.......x................ n ............._.. ..w...,v.....v.. +w............. .-. w. ewrn.,.. .».+ J+...+- .r.uww » w.•.....+ ,...............,.,«..... ..........««..o...,...-.w...w.. • L AG R A AGRA Earth & Earth & Environmental 1133 onment 2 Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034-6918 Report of Compression Test Results Tel (206) 820.4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: June 5, 1996 2023 217TH PL NE Project 1: 6- 919 - 10916 -0 REDHOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EVANS _...... -- .. SPECIMEN TYPE: ** GROUT ** ASTH -C39 P.0.1: PERHITI-B96- 0284 MIX & FIELD DATA Date Cast: 4/30/1996 Subcontractor: Location of Placement: WALLS ALONG GRID A BETWEEN 2 AND 3, ELEVEATION 8' TO 12'. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTM C -143: FLUID FLUID Mix IDI: JOB MIX Air Content ( %) ASTH C -231: NA NA Supplier: JOB MIX Unit Weight(pcf) ASTM C -138: NA NA Loadl: Truck I: NA TEMPERATURE Ticket I: NA Weather: OVERCAST Batch Size: 2.5 YDS Ambient('F): 50' NA Water Added: 0 Concrete('F) ASTM C -1064: 60' NA TIME Batch Time: Sample Time: 09:20 Finish Tine: Technician: BILL KINSELLA TEST RESULTS • 1 * * * * * * * * * * * * * * * * * * * ** 1 Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab I I Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV2141 2141 5/02/1996 5/07/96 7.00 4X8 12.57 61,060 4860 B 243 2142 5/02/1996 5/28/96 28.00 4X8 12.57 92,640 7370 A 368 2143 5/02/1996 5/28/96 28.00 4X8 12.57 90,800 7220 A 361 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar GROUT PLACED VIA BUCKET. REFERENCE REPORT H-4. Si' I . " ID Distribution: CLIP '&9 Engineering & Environmental Services . ..:1 ^ toss: is. v< nwv: wrw+. r+. rrr.. nw........... r. ww.:. rww. v,. v.. mw..... nwM.» r» uvm•..+. u... ro... i•. rn. n.«..-..... e..+....... r»....+.. r.+ t......._ ................_.......-- AG R A AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 980346918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821-3914 CLIENT: MR. RAJ SANDHU Report Date: May 31, 1996 2023 217TH PL NE Project I: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: ,TIN HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EV S°.� •- -- - --. B9 y ` n f SPECIMEN TYPE: ** GROUT ** ASTH -C39 P.0.1: PERM' 6- 0284 5) MIX & FIELD DATA Date Cast: 4/27/1996 Subcontractor: Location of Placement: WALLS ALONG LINE A, ELEVATION 4' TO 8'. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTM C -143: FLUID FLUID Mix IDI: JOB NIX Air Content (1) ASTH C -231: NA NA Supplier: JOB NIX Unit Weight(pcf) ASTM C -138: NA NA Load': Truck l: NA TEMPERATURE Ticket l: NA Weather: OVERCAST Batch Size: Ambient( ° F): 58 NA Water Added: Concrete( ° F) ASTM C -1064: 60 NA TIME Batch Time: Sample Time: 13:00 Finish Time: Technician: SABER KILFEH TEST RESULTS 1*********************1 Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab I I Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV1991 1991 4/30/1996 5/04/96 7.00 4X4X8 16.40 52,920 3230 161 1992 4/30/1996 5/25/96 28.00 4X4X8 15.60 64,920 4160 208 1993 4/30/1996 5/25/96 28.00 4X4X8 16.40 71,180 4340 217 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar GROUT PLACED VIA BUCKET AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT H-5. Sidi i_4 t �.... Distribution: CLIEN • . Engineering & Environmental Services • AG RA AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034-6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: Hay 31, 1996 2023 217TH PL NE Project 1: 6- 919 - 10916 -0 REDHOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Hgr.: TIM HYDEN i, ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EVANS. - , SPECIMEN TYPE: ** GROUT ** ASTN-C39 P.0.1: PERHITI B96- 0284(.5)` MIX & FIELD DATA Date Cast: 4/26/1996 Subcontractor: Location of Placement: WALLS, A LINE FROM GRID LINE 1 TO 3, ELEVATION 0 TO 4'. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTH C -143: FLUID FLUID Hix IDI: JOB MIX Air Content (1) ASTH C -231: NA NA Supplier: JOB NIX Unit Weight(pcf) ASTH C -138: NA NA Loadl: Truck I: NA TEMPERATURE Ticket I: NA Weather: PARTLY CLOUDY Batch Size: Ambient('F): 56' NA . Water Added: Concrete('F) ASTH C -1064: 60' NA TIME Batch Time: Sample Time: 14:00 Finish Time: Technician: SANER KILFEH TEST RESULTS 1*********************1 Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab I I Recv'd Tested (days) Size (sq in) (ibs) (psi) /Cure Design CHV1988 1988 4/29/1996 5/03/96 7.00 4X8 12.57 53,120 4230 B 211 1989 4/29/1996 5/24/96 28.00 4X8 12.57 88,760 7060 A 353 1990 4/29/1996 5/24/96 28.00 4X8 12.57 84,040 6690 A 334 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar GROUT PLACED VIA BUCKET AND MECHANICALLY CONSOLIDATED, REFERENCE REPORT H -4. Distribution: CLI4 1111 , 'r9 Engineering & Environmental Services r..iJ -,.; ii. .: .. .:.. .o ..r.n. ev «.a:«.ao,.. -.. v.v.....n.a� ... K. tt.... r...... rr.»..,.. w-...-...........•.......... �..,.........- .............«...........«-«._............. ...._. w..........«.......».... w...«.......... .... n+-. ...........».,....._.- ,.._.... _ -_. ... .. ..... .. t-SAG R A AGRA Earth & , Inc. Earth & Environmental 1 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: MR. RAJ SANDHU Report Date: May 31, 1996 2023 217TH PL NE Project 1: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG ) Structural Engineer: DAVID EVANS SPECIMEN TYPE: ** CONCRETE ** ASTM -C39 P.0.1: PERMIT! 'B96- 0284(5 ) MIX & FIELD DATA Date Cast: 4/23/1996 Subcontractor: Location of Placement: STEM WALL LOCATED ALONG GRID LINE 1 BETWEEN GRIDS A AND A.5. Actual Specs. Specified Strength (psi): 3000 @ 28 DAYS Slump (inches) ASTH C -143: 4" 4" Nix ID!: 5500 Air Content (1) ASTM C -231: NA NA Supplier: STONEWAY Unit Weight(pcf) ASTH C -138: NA NA Load!: Truck I: 350 TEMPERATURE Ticket 526530 Weather: OVERCAST; RAIN Batch Size: 5 YDS Ambient('F): 50' NA Water Added: 0 Concrete('F) ASTM C -1064: 65' 90' HAX TIME Batch Time: Sample Time: 11:15 Finish Time: Technician: BILL KINSELLA TEST RESULTS Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab 0 f Recv'd Tested (days) Size (sg in) (lbs) (psi) /Cure Design CHV1867 1867 4/24/1996 4/30/96 7.00 6X12 28.27 116,880 4130 B 138 1868 4/24/1996 5/21/96 28.00 6X12 28.27 158,160 5590 A 186 1869 4/24/1996 5/21/96 28.00 6X12 28.27 164,640 5820 A 194 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar REFERENCE REPORT H -3. Distribution: CLIENT Engineering & Environmental Services .: 1:... .,x.{�:+.i;: ;..... ::uk.:3edrn..s.srr.e>r�w a. wr.._ rr...... r.. er+.r.. wrv.... urww.. m. nn>... we. urvray.. p..... w....................,.......... w................-... .........................................................,. w-...«... rr..........++ rrr.......+.....+..,...... u.............._.+.. .... 4 9 . 14 %, AG R A AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034-6918 Report of Compression Test Results Tel (206) 820-4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: May 18, 1996 2023 217TH PL NE Project 1: 6- 919 - 10916 -0 REDHOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Hgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EVANS —. SPECIMEN TYPE: ** GROUT ** ASTH-C39 P.0.1: PERHI "196-0284(5 MIX & FIELD DATA Date Cast: 5/10/1996 Subcontractor: Location of Placement: WALLS ALONG GRID LINE 4 BETWEEN B AND B.5, ELEVATION 0 TO 4'. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTH C -143: FLUID FLUID Mix IDI: 3606 Air Content ( %) ASTM C -231: NA NA Supplier: LONESTAR Unit Weight(pcf) ASTM C -138: NA NA Loadl: Truck I: 20 TEMPERATURE Ticket 1: 563598 Weather: CLEAR Batch Size: 9 YDS Ambient('F): 51' NA Water Added: Concrete('F) ASTH C -1064: 66' NA TIRE Batch Time: Sample Tine: 13 :05 Finish Time: Technician: BILL KINSELLA TEST RESULTS 1 * * * * * * * * * * * * * * * * * * * ** Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab I t Recv'd Tested (days) Size (sq in) (ibs) (psi) /Cure Design CHV2545 2545 5/14/1996 5/17/96 7.00 4X8 12.57 31,680 2520 C 126 2546 5/14/1996 6/07/96 28.00 4X8 12.57 2547 5/14/1996 6/07/96 28.00 4X8 12.57 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar REFERENCE REPORT H-10. Distribution: CLIE. ..;, Engineering & Environmental Services • ■ L A G RA AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820-4669 Fax (206) 821.3914 CLIENT: HR. RAJ SANDBU Report Date: May 29, 1996 2023 217TH PL NE Project I: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID ANS- -_ SPECIMEN TYPE: ** GROUT ** ASTH -C39 P.O.!: PERHI7 B96 -028 1 MIX & FIELD DATA Date Cast: 5/15/1996 Subcontractor: Location of Placement: WALLS AT CARWASH FROM 4' TO 8'. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTH C -143: FLUID FLUID Hix ID!: 3606 Air Content (1) ASTH C -231: NA NA Supplier: LONESTAR Unit Weight(pcf) ASTH C -138: NA NA Load!: Truck 1: 029 TEMPERATURE Ticket 1: 602421 Weather: OVERCAST Batch Size: 2.5 YDS Ambient('F): 50' NA Water Added: 3 GAL Concrete('F) ASTH C -1064: 60' NA TIME Batch Time: Sample Time: 07:45 Finish Time: Technician: SANER KILFEH TEST RESULTS 1 * * * * * * * * * * * * * * * * * * * ** Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab ! ! Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV2692 2692 5/17/1996 5/22/96 7.00 4X8 12.57 46,540 3700 185 2693 5/17/1996 6/12/96 28.00 4X8 12.57 2694 5/17/1996 6/12/96 28.00 4X8 12.57 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (B) Columnar GROUT PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT H-11. 0 . Distribution: CLI. Engineering & Environmental Services ...,. w.. r...:.,«., auow rn. . «... «.,....e.., e. rw:.... w+., s... w.. w..... e......•,............_,.....__- _._ ...... .. ... • A G RA AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034.6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821-3914 CLIENT: HR. RAJ SANDHU Report Date: May 29, 1996 , 2023 217TH PL NE Project I: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Hgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EV11HS— SPECIMEN TYPE: ** GROUT ** ASTH -C39 P.0.1: PERHr B96- 0284(5 MIX & FIELD DATA Date Cast: 5/16/1996 Subcontractor: Location of Placement: WALLS FOR CAR WASH, TOP LIFT. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTH C -143: FLUID FLUID Hix IDI: 3606 Air Content ( %) ASTH C -231: NA NA Supplier: LONESTAR Unit Weight(pcf) ASTH C -138: NA NA Loadl: Truck I: - TEMPERATURE Ticket I: - Weather: OVERCAST Batch Size: 9 YDS Ambient('F): 52' NA Water Added: 0 Concrete('F) ASTH C -1064: 58' NA TIME Batch Time: • Sample Time: 12:30 Finish Time: Technician: FRANK ADAMS TEST RESULTS I * * * * * * * * * * * * * * * * * * * ** Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab I I Recv'd Tested (days) Size (sg in) (lbs) (psi) /Cure Design CHV2624 2624 5/17/1996 5/23/96 7.00 4X4X8 16.40 71,580 4360 218 2625 5/17/1996 6/13/96 28.00 4X4X8 2626 5/17/1996 6/13/96 28.00 4X4X8 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar REFERENCE REPORT H -12. Si ed .. Distribution: CLI V? Engineering & Environmental Services • A4 AG R A AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: MR. RAJ SANDHU Report Date: May 16, 1996 2023 217TH PL NE Project 1: 6 -919- 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EVANS SPECIMEN TYPE: ** CONCRETE ** ASTM -C39 P.0.1: PERMIT B96- 0284(5) MIX & FIELD DATA Date Cast: 5/07/1996 Subcontractor: S AND J CONCRETE Location of Placement: SLAB FOR CONVENIENCE STORE. Actual Specs. Specified Strength (psi): 3000 @ 28 DAYS Slump (inches) ASTM C -143: 6.75" 4 ±1" Mix ID/: 551020 (5.5SK) Air Content ( %) ASTM C -231: NA NA Supplier: CADMAN Unit Weight(pcf) ASTH C -138: NA NA Load/: Truck 1: 207 TEMPERATURE Ticket 1: 264285 Weather: OVERCAST Batch Size: 10 YDS Ambient('F): 54' NA Water Added: 30 GAL Concrete('F) ASTM C -1064: 66' 90' MAX TIME Batch Time: Sample Tine: 08:55 Finish Time: Technician: SAM HYATT TEST RESULTS 1 * * * * * **************** Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab I I Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV2381 2381 5/09/1996 5/14/96 7.00 6X12 28.27 105,740 3740 B 125 2382 5/09/1996 6/04/96 28.00 6X12 28.27 2383 5/09/1996 6/04/96 28.00 6X12 28.27 2384 5/09/1996 6X12 28.27 HOLD Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar SUBCONRTACTOR ASSUMED CONRTOL OF WATER CONTENT AND SLUMP, WATER ADDED AT SUBCONTRACTOR'S REQUEST. Distribution: CLI fp Engineering & Environmental Services J 9 • LS AG R A AGRA Earth & • Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland. Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: May 15, 1996 2023 217TH PL NE Project I: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIH HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EV SPECIMEN TYPE: ** GROUT ** ASTM -C39 P.0.1: PERMIT/ 96- 0284(5) MIX & FIELD DATA Date Cast: 5/01/1996 Subcontractor: Location of Placement: WALLS; ALONG LINE A BETWEEN LINES 1 AND 2, ELEVATION 12' TO 16'. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTH C -143: FLUID FLUID Mix IDI: JOB MIX Air Content (1) ASTH C -231: NA NA Supplier: JOB NIX Unit Weight(pcf) ASTM C -138: NA NA Load': Truck 1: NA TEMPERATURE Ticket 1: NA Weather: OVERCAST Batch Size: 1.5 YDS Ambient('F): 50' NA Water Added: 0 Concrete('F) ASTM C -1064: 56' NA TIME Batch Time: Sample Time: 12:00 Finish Time: Technician: CHARLES EDGEWORTH TEST RESULTS 1*********************I Specimen Date Date Age Specimen Area Compressive Strength Brk.Type 1 of Lab I 1 Recv'd' Tested (days) Size (sq in) (ibs) (psi) /Cure Design CHV2189 2189 5/03/1996 5/08/96 7.00 4X8 12.57 78,180 6220 A 311 2190 5/03/1996 5/29/96 28.00 4X8 12.57 2191 5/03/1996 5/29/96 28.00 4X8 12.57 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (B) Columnar GROUT PLACED VIA B N ET AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT H-5, Si' e• ,..111' L Distribution: CLIEN <_,� Engineering & Environmental Services .. r. a. a:f "277, e.v!'t a; a4u vl. ∎• 0% Ir vwhxwrur.«. w. mnu...+ w•+++,. ..«..............,............. Ian. r,....... t«.. r...... w.... ................. r... .....+...H.t....err�wrw.w..inrx .wv�+P:. lntu.iwruai.++.n. •.w+ +.w+..................��..... ..__. _..... 1 -1," AG R A AGRA Earth & Environmental, Inc. Earth & Environmental 1 1335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: May 15, 1996 2023 217TH PL NE Project 1: 6- 919 - 10916 -0 REDHOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Hgr.: TIH HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID S-- SPECIMEN TYPE: ** MORTAR ** ASTH -C39 P.0.1: PERMIT B96 -0284 5 MIX & FIELD DATA Date Cast: 5/01/1996 Subcontractor: Location of Placement: WALLS; ALONG LINE A, BETWEEN LINES 1 AND 2, ELEVATION 12' TO 16'. Actual Specs. Specified Strength (psi): 1500 @ 28 DAYS Slump (inches) ASTH C -143: WORKABLE WORKABLE Hix ID1: JOB MIX Air Content ( %) ASTH C -231: NA NA Supplier: JOB MIX Unit Weight(pcf) ASTH C -138: NA NA Load!: Truck 1: NA TEMPERATURE Ticket 1: NA Weather: OVERCAST Batch Size: Ambient('F): 50' NA Water Added: 0 Concrete('F) ASTH C -1064: 55' NA TIME Batch Time: Sample Time: 10 :50 Finish Time: Technician: CHARLES EDGEWORTH TEST RESULTS 1 * * * * * * * * * * * * * * * * * * * ** Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab 1 1 Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV2186 2186 5/03/1996 5/08/96 7.00 2X4 3.14 8,180 2610 C 174 2187 5/03/1996 5/29/96 28.00 2X4 3.14 2188 5/03/1996 5/29/96 28.00 2X4 3.14 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar REFERENCE REPORT H -5. Sinned _.. �.. Distribution: CLIEN .c't e.:y • Engineering & Environmental Services f :w'. r r:.r. r: e...:••« r•.:} t> r. t • �� A G R A AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820-4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: May 15, 1996 2023 217TH PL NE Project I: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIH HYDE ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EV SPECIMEN TYPE: ** PRISMS - HOLLOW ** ASTH -E447 P.0.1: PERHT , B96- 0284(5) MIX & FIELD DATA Date Cast: 5/01/1996 Subcontractor: Location of Placement: CHU BLOCK COMPRESSIVE TEST VERIFICATION PRIOR TO CONSTRUCTION. Actual Specs. Specified Strength (psi): 1900 @ NA Slump (inches) ASTH C -143: NA NA Hix IDI: - Air Content ( %) ASTH C -231: NA NA Supplier: - Unit Weight(pcf) ASTH C -138: NA NA Load`: - Truck I: - TEMPERATURE Ticket I: - Weather: OVERCAST Batch Size: - Ambient('F): NA NA Water Added: 0 Concrete('F) ASTH C -1064: NA NA TIME Batch Time: Sample Time: Finish Time: Technician: CHARLES EDGEWORTH TEST RESULTS 1 * * * * * * * * * * * * * * * * * * * ** ` Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab I I Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV2192 2192 5/03/1996 5/08/96 7.00 8X8X16 58.06 136,120 2340 123 2193 5/03/1996 5/08/96 7.00 8X8X16 58.06 138,400 2380 125 2194 5/03/1996 5/08/96 7.00 8X8X16 58.06 135,940 2340 123 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (B) Columnar REFERENCE REPORT H -5 Distribution: CLI _�> Engineering & Environmental Services n. .. L(1$3.'l.:.6'a1.r,r... 'Y <c.w .w.rh r+ rum..+ a... u......—........»..., wr. r..++•. w+ s. a... e... n.+. nn. �. aw....... nw...«... a• w..-......«.«.«............ +..« «..«.............-e...._.... � ..................... i. rr.... r...«. e• wrm+, �•• Xrirw' rry+ e. w. rw. rw... w«»....+.. ..............— ........— ...._.� ._............»..... t 1 ZS§ AG R A AGRA Earth & nvironmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 • Kirkland, Washington U.S.A. 98034-6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: MR. RAJ SANDHU Report Date: May 14, 1996 2023 217TH PL NE Project I: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DA 11-EVAN 6j; SPECIMEN TYPE: ** CONCRETE ** ASTM-C39 P.0.1: PERMIT! B96 -028 5) MIX & FIELD DATA Date Cast: 4/10/1996 Subcontractor: Location of Placement: CONVIENCE STORE AND CARWASH PERIMETER WALL FOOTINGS. Actual Specs. Specified Strength (psi): 3000 @ 28 DAYS Slump (inches) ASTH C -143: 5" 4 ±1" Mix ID!: 551000 Air Content ( %) ASTM C -231: NA NA Supplier: CADMAN Unit Weight(pcf) ASTH C -138: NA NA Load!: Truck 1: 206 TEMPERATURE Ticket 1: 258899 Weather: CLEAR Batch Size: 9 YDS Ambient('F): 64' NA Water Added: 0 Concrete('F) ASTM C -1064: 68' 90' MAX TIME Batch Time: Sample Time: 14:40 Finish Time: Technician: TIM BOYCE TEST RESULTS Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab ! ! Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV1637 1637 4/12/1996 4/17/96 7.00 6X12 28.27 115,340 4080 B 136 1638 4/12/1996 5/08/96 28.00 6X12 28.27 173,060 6120 A 204 1639 4/12/1996 5/08/96 28.00 6X12 28.28 168,460 5960 A 199 . Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (B) Columnar CONCRETE PLACED VIA PUMP AND MANUALLY CONSOLIDATED, REFERENCE REPORT H-1. 4 ���r�n Distribution: CLI Engineering 8 Environmental Services .e•6':zv.>... x •+. u. t..+. ... w.. v.. r.• w.. t.......... V......_....... ..............+.......... w..»..-«......« v. ww•.......... w..,............_...__.,.—_...................«. w+ a......... ...-.......-... ................ar- ««.e+w +x»..m ww V••e:'rwtw.veyea.w . e-- .............,. ...... ...... _....... L AG R A AGRA Earth & nvironmental, Inc. Earth &Environmental 11335 NE 122nd Way Suite 100 Kirkland. Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: May 14, 1996 2023 217TH PL NE Project l: 6- 919-10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Hgr.: TIH HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EVAN,__ SPECIMEN TYPE: ** CONCRETE ** ASTM-C39 P.0.1: PERV1 B96-O284 T MIX & FIELD DATA • Date Cast: 4/11/1996 Subcontractor: Location of Placement: PERIMETER STEM WALLS FOR CONVENIENCE STORE AND INTERIOR FOOTING FOR CAR WASH. Actual Specs. Specified Strength (psi): 3000 @ 28 DAYS Slump (inches) ASTH C -143: 4" 4" Mix ID,,: 501000 Air Content ( %) ASTH C -231: NA NA Supplier: CADMAN Unit Weight(pcf) ASTM C -138: NA NA Loads: Truck 1: 229 TEMPERATURE • Ticket f: 259144 Weather: OVERCAST; RAIN Batch Size: 10 YDS Ambient('F): 53' NA Water Added: 5 GAL Concrete('F) ASTM C -1064: 64' 90' MAX TIME Batch Time: Sample Time: 15:35 Finish Time: Technician: SAN HYATT TEST RESULTS 1*********************I Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab i 9 Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV1657 1657 4/12/1996 4/18/96 7.00 6X12 28.27 103,400 3660 C 122 1658 4/12/1996 5/09/96 28.00 6X12 28.27 138,520 4900 B 163 • 1659 4/12/1996 5/09/96 28.00 6X12 28.27 137,480 4860 B 162 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar REFERENCE REPORT M -2. �---�- Distribution: CL � , 9 Engineering & Environmental Services r ^: ....r..... \. r A?+M:s- ..J ..EAU.t4:+r.eMen.a + rv....am.•. ,...w.w -.... wrww. =+...o-nu.wwww.x.a •rxnt sus tnr nsuw -.. w.w.... +.+- ....._.. _—.......... s. wrv-... n.+. v.+ ti.. vw. +....�.....-- ..w....a....vr4 mn+srxu.wMnN4tN.cYf + iM`M'¢2`Fx+. r ............ .._... .........._.... AG R A AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland. Washington U.S.A. 98034-6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821-3914 CLIENT: HR. RAJ SANDHU Report Date: May 14, 1996 2023 217TH PL NE Project 1: 6 -919- 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIM HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EVANS „ SPECIMEN TYPE: ** GROUT ** ASTM -C39 P.0.1: PERHIV 9 ) MIX & FIELD DATA ' Date Cast: 4/26/1996 Subcontractor: Location of Placement: WALLS, A LINE FROM GRID LINE 1 TO 3, ELEVATION 0 TO 4'. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTM C -143: FLUID FLUID Mix ID,: JOB MIX Air Content ( %) ASTM C -231: NA NA Supplier: JOB MIX Unit Weight(pcf) ASTM C -138: NA NA Load!: Truck !: NA TEMPERATURE Ticket 1: NA Weather: PARTLY CLOUDY Batch Size: Ambient('F): 56' NA Water Added: ConcreterF) ASTM C -1064: 60' NA TIME Batch Time: Sample Time: 14:00 Finish Time: Technician: SANER KILFEH TEST RESULTS 1*********************1 Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab ! ! Recv'd Tested (days) Size (sq in) (lbs). (psi) /Cure Design CHV1988 1988 4/29/1996 5/03/96 7.00 4X8 12.57 53,120 4230 B 211 1989 4/29/1996 5/24/96 28.00 4X8 12.57 1990 4/29/1996 5/24/96 28.00 4X8 12.57 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar GROUT PLACED VIA BUCKET AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT M -4. Si ��. Distribution: CLI Engineering & Environmental Services ..n.,r... r •.S. .r »K + �rry ... w.. h•.... n .�r......»....w........._.. .....w.... ,...r..r.w.r •.. vw• wr. rv. nr uv. vrm - :rr.r�evr.r.......a+..w...... •......ww..vr. ... rr w. e. ......w.».wr++....w+..— ..+w04 .4% r1, P ,11MMT•AHYVhwn•✓rv.r.. w.... ..�.......... ,.,. .. _ . . • • 4 / . \ % AG RA AGRA Earth & Earth & Environmental Environmental, Inc. 1 1335 NE 122nd Way Suite 100 Kirkland. Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: MR. RAJ SANDHU Report Date: May 14, 1996 2023 217TH PL NE Project 1: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIM RYDEN ATTN: Architect: ROGER OLLENBURG 6 Structural Engineer: DAVID EV)NS SPECIMEN TYPE: ** GROUT ** ASTM -C39 P.0.1: PERHIII MIX & FIELD DATA • Date Cast: 4/30/1996 Subcontractor: Location of Placement: WALLS ALONG GRID A BETWEEN 2 AND 3, ELEVEATION 8' TO 12', Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTM C -143: FLUID FLUID Mix ID!: JOB MIX Air Content ( %) ASTH C -231: NA NA Supplier: JOB MIX Unit Weight(pcf) ASTH C -138: NA NA Load(: Truck I: NA TEMPERATURE Ticket I: NA Weather: OVERCAST Batch Size: 2.5 YDS Ambient('F): 50' NA Water Added: 0 Concrete('F) ASTH C -1064: 60' NA TIME Batch Time: Sample Time: 09:20 Finish Time: Technician: BILL KINSELLA TEST RESULTS 1 * * * * * ** * * * * * * * ** *,1,1,1,1 Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab I I Recv'd Tested (days) Size (sq in) (ibs) (psi) /Cure Design CHV2141 2141 5/02/1996 5/07/96 7.00 4X8 12.57 61,060 4860 243 2142 5/02/1996 5/28/96 28.00 4X8 12.57 2143 5/02/1996 5/28/96 28.00 4X8 12.57 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar GROUT PLACED VIA BUCKET. REFERENCE REPORT 11-4. Si.,- Distribution: CLIEN t. 1 -4y Engineering & Environmental Services • • 4 -5 AG RA AGRA Earth & Environmental, Inc. Earth_ & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: HR. RAJ SANDHU Report Date: May 14, 1996 2023 217TH PL NE Project 1: 6 -919- 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Hgr.: TIM HYDEN �� ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EVANS SPECIMEN TYPE: ** GROUT ** ASTH -C39 P.O.!: PERNI B96-02)(5) MIX & FIELD DATA Date Cast: 4/27/1996 Subcontractor: Location of Placement: WALLS ALONG LINE A, ELEVATION 4' TO 8'. Actual Specs. Specified Strength (psi): 2000 @ 28 DAYS Slump (inches) ASTM C -143: FLUID FLUID Nix ID!: JOB MIX Air Content ( %) ASTM C -231: NA NA Supplier: JOB NIX Unit Weight(pcf) ASTM C -138: NA NA Load!: Truck iI : . NA TEMPERATURE Ticket I: NA Weather: OVERCAST Batch Size: Ambient('F): 58' NA Water Added: ConcreteCF) ASTM C -1064: 60' NA TIME Batch Time: Sample Time: 13:00 Finish Time: Technician: SANER KILFEH TEST RESULTS 1*********************1 Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab i 0 Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV1991 1991 4/30/1996 5/04/96 7.00 4X4X8 16.40 52,920 3230 161 1992 4/30/1996 5/25/96 28.00 4X4X8 1993 4/30/1996 5/25/96 28.00 4X4X8 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar GROUT PLACED VIA BUCKET AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT M -5. Distribution: CL Engineering & Environmental Services c. ;,:a..t.:4,1 . na.. ...+r+ .................. ... ..............w......u«.s.w.0 w..m:.v raw. wrw... i.................:..».....,..,.....- w- ...n. «....u.......... ..... .............. v........... u+. rwa. xwuinaan« rcsrnrt: tVlBmm+... wv.. .w....•...+.................... _......�.... .. .. ._._..... —.. 4 A G RA AGRA Earth & Earth & Environmental 1 NE 122nd Way Suite 100 Kirkland. Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: MR. RAJ SANDHU Report Date: May 14, 1996 2023 217TH PL NE Project I: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIH EDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID EVANS (_;) I / SPECIMEN TYPE: ** CONCRETE ** ASTH -C39 P.0.1: PERH 96 ) MIX & FIELD DATA Date Cast: 5/03/1996 Subcontractor: Location of Placement: CANOPY FOOTINGS. Actual Specs. Specified Strength (psi): 2500 @ 28 DAYS Slump (inches) ASTM C -143: 3.5" 4" Mix ID!: 601000 Air Content ( %) ASTM C -231: NA NA Supplier: CADMAN Unit Weight(pcf) ASTH C -138: NA NA Load!: Truck 1: 144 TEMPERATURE Ticket 1: 263797 Weather: OVERCAST Batch Size: 9 YDS Ambient('F): 60' NA Water Added: 0 Concrete('F) ASTM C -1064: 68' 90' MAX TIME Batch Time: Sample Time: 15:30 Finish Time: Technician: SABER KILFEH TEST RESULTS 1 * * * * * * * * * * * * * * * * * * * ** Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab / t Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV2235 2235 5/06/1996 5/10/96 7.00 6X12 28.27 139,880 4950 B 198 2236 5/06/1996 5/31/96 28.00 6X12 28.27 2237 5/06/1996 5/31/96 28.00 6X12 28.27 HOLD 2238 5/06/1996 6X12 28.27 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar CONCRETE PLACED VIA CHUTE AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT M -8. Si ' ned ....� ■ .>• Dis4ibl CLIB� �;. Engineering En ineerin & Environmental Services • r a Eart n� vionmental MATERIAL FIELD REPORT . .� - PROJECT NAME PROJECT No. FIELD REPORT No. C; zoi.412 4 Ai •- • 0 --c, LOCATION DATE PAG 2 . !“ " L • r s" ' • J �l l " OF PERFi(I NU WEATHER TZ.c.twIL�4 GG‘,11- /59�� -r� . : I �.) • . i¢ic. CLIENT OR OWNER ENGINEER 509 rn PAnore4/ iv1" M/tp GENERAL CONTRACTOR ARCHITECT C/". TYPE OF INSPECTION PERFORMED TYPE OF STRUCTURE INSPECTED ❑ RESTEEL ❑ STRUCTURAL STEEL FABRICATION ❑ FOOTINGS ❑ COLUMNS ❑ REINFORCED CONCRETE ❑ STRUCTURAL STEEL ERECTION Cl AUGER CAST PILING ❑ SLAB•ON•GRADE XI REINFORCED MASONRY ❑ EXPANSION BOLTS ❑ GRADE BEAMS ❑ STRUCTURAL GRADE ❑ SHOTCRETE ❑ FIRE PROOFING }WALLS ❑ POST TENSIONED SLAB ❑ OTHER (Specify) ❑ OTHER (Specify) SPECIFIC LOCATION(S) . GRIDS ( n s /4-' 5 --- /1-6 alb/k, s ' . ,41( , , ' ' Q i- /..e.visoC_ 14/ iar) i //E4- ikVe. t ill4lf4,11 ")/t- ._. e^, .,y Vrf " f41eit a a ,a1N . REMARKS I «l N: - • CONTINUED ❑ CONCRETE GROUT SUP IEn MIX # SUPPLIER L(1D•-•/f.Ct -A'2 MATERIAL TE RT No, MATERIAL TEST REPORT No. / D SLUMP (IN.) AIR CONTENT SLUMP (IN.) ? ti /' DESIGN STRENGTH (PSI) DESIGN STRENGTH (PSI) 2,600 No, OF SAMPLES No. OF SAMPLES 3 TOTAL CU YARDS PLACED TOTAL CU YARDS PLACED 2.... r CONCRETE TEMP. (Deg F.) . GROUT TEMP. (Deg F.) 66 0 TIME AIR TEMP. TIME l : r' "el AIR TEMP. 51 C ALL ITEMS ABOVE WERE IN CONFORMANCE WITH MORTAR BUILDING DEPARTMENT APPROVED PLANS TYPE OF MORTAR S IF NO, EXPLAIN MATERIAL TEST T No. ❑ NO C SLUMP (IN.) DESIGN STRENGTH (PSI) ' No. OF SAMPLES TOTAL CU YARDS PLACED MORTAR TEMP. (Deg F.) TIME AIR TEMP. Inspector �•.L -L 1 .! ,, Date • _ AGRA Earth 8 Environmental, Inc. (Rev. 11/94) — O AG R A Earth & Environmental MATERIAL FIELD REPORT PROJECT NAME PROJECT No. FIELD REPORT No. Cji5_ aN S6 ,I C5 sTA. -rio.v 6- 7/2 /c -� M--1 LOCATION /O 8 "ST E _A p4- w4 j,4 5 DAT� - qo PAGE OF kt ' • MIT-NUMBER' ---- WEATHER W - C A r :t"111■ -0, CLIENT OR OWNER ENGINEER mJ, <A -4J /4 U ply. p izC P 4 A Arni.' OrAfiI: � > GENERAL CONTRACTOR ARCHITECT Z L f Ale)R Ro67C-.K < 511cNj?uPG- TYPE OF INSPECTION PERFORMED TYPE OF STRUCTURE INSPECTED 0 STRUCTURAL STEEL FABRICATION 0 FOOTINGS 0 COLUMNS D REINFORCED CONCRETE 0 STRUCTURAL STEEL ERECTION 0 AUGER CAST PILING 0 SLAB-ON-GRADE jf,aEINFORCED MASONRY 0 EXPANSION BOLTS 0 GRADE BEAMS 0 STRUCTURAL. GRADE 0 SHOTCRETE 0 FIRE PROOFING ALLS 0 POST TENSIONED SLAB ❑ OTHER (Specify) 0 OTHER (Specify) 14 / (�� I4 S l }�� /(, SPECIFIC LOCATION(S) t 4 ' Y) YY 1 6✓ /� 1 TF 1 GRIDS Coq. Vy c N 1 g� / i - _ r REMARKS A LL R› peek /L A i 1 4PPRci (iEt PM/JS 2 C)' of RCAD; - M-I X G : • . - r : : ► _ N I Nu . • I a r ., . MO c6 r CONTINUED 0 CONCRETE GROUT / SUPPLIER MIX M SUPPLIER oL ? Al E s'"1- A, R At1X 4:: } � ?Q n- MATERIAL TEST REPORT No. MATERIAL TEST REPORT No. 1 4 -- SLUMP (IN.) AIR CONTENT SLUMP (IN.) J1 Li DESIGN STRENGTH (PSI) DESIGN STRENGTH (PSI) y 2, v v v ed 2 e Oc q G/ No. OF SAS No. OF SAMPLES SAMPLES It 11 b U f TOTAL.eU VZRDS PLACED TOTAL CU YARDS PLACED • 4,7- CONCRETE TEMP. (Deg F.) GROUT TEMP. (Deg F.) it <c) TIME AIR TEMP. TIME 7/ 4 •�} ,(� AIR TEMP. v ALL ITEMS ABOVE WERE IN CONFORMANCE WITH T MORTAR • BUILDING DEPARTMENT APPROVED PLANS TYPE OF MORTAR YES IF NO, EXPLAIN MATERIAL TEST REPORT No. NO SLUMP (IN.) ' DESIGN STRENGTH (PSI) No. OF SAMPLES TOTAL CU YARDS PLACED MORTAR TEMP. (Dog F.) TIME AIR TEMP. • Inspector / Date L� tZ& AGRA Earth & onme nc. (R :. !) . • • • • • AGRA Earth & Environmental DAILY FIELD REPORT PROJECT NAME PROJECT No. FIELD REPORT No. 0 /eun:In . .Ltlt! 6-7/7 -10?/(e - / z LOCATION DATE PAGE Le /71 , r ' ) `S - ree l c / OF ARRIVAL TIME DAY OF WEEK SSMTVii CLIENT OR OWNER CLIENT OR OWNERS REPRESENTATIVE / PHONE No. e Srs.e,D GENERAL CONTRACTOR CONTRACTORS REPRESENTATIVE / PHONE No. SUBCONTRACTOR SUBCONTRACTORS REPRESENTATIVE / PHONE No. AGRA ESE FIELD REPRESENTATIVE AGRA E &E PROJECT MANAGER • WEATHER EQUIPMENT USED COMMENTS (Describe work completed during the day; any problems and their solutions) /( er COol Sr T� b �N✓/� Spe C : s, I i .- P-c Ccl ; on C$? S / �vtic_�.,/� v e) "1 ( 4 ` 4'1 -ltrY` C 4- L✓A� L. lv� The � . r [ S' c - G. S� . 4il P z 4-i / h 44. c u s„ 4 69 et, Ci✓ 1 .c . "1 �. x.)D 7't: / i t C •l fCS -c'r, / 2 4 L '> C s , Za vim+ ifs • x ps r eC/In• 5 ( • AGRA E &E Field Re. = --� — �= AGRA E &E Project Man:.: ..- • AA Contractor's Represen • e — Date Continued 0 AGRA Earth 8 Environmental, Inc. (Rev. 7/94) ... :�.- • .. - ,. f, is �...e .....n , um ....... .,...........x...n..n ».....:.. r..•..e... ............. �.- .....�....«....e ..mow... -.,w. ,.,......x..., ....n........ �.....- ....,... A G RA AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820.4669 Fax (206) 821 -3914 CLIENT: HRS. PRADEEP SANDHU Report Date: April 30, 1996 2023 217TH PL NE Project I: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Mgr.: TIM RYDEN _ ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID ANS— SPECIMEN TYPE: ** CONCRETE ** ASTH-C39 P.0.1: PERM B96 -0284 5)) MIX & FIELD DATA Date Cast: 4/10/1996 Subcontractor: Location of Placement: CONVIENCE STORE AND CARWASH PERIMETER WALL FOOTINGS. Actual Specs, Specified Strength (psi): 3000 @ 28 DAYS Slump (inches) ASTM C -143: 5" 4t1" Mix ID /: 551000 Air Content ( %) ASTH C -231: NA NA Supplier: CADMAN Unit Weight(pcf) ASTH C -138: NA NA Load,: Truck 1: 206 TEMPERATURE Ticket 1: 258899 Weather: CLEAR Batch Size: 9 YDS Ambient('F): 64' NA Water Added: 0 Concrete('F) ASTH C -1064: 68' 90' MAX TIME Batch Time: Sample Time: 14 :40 Finish Time: Technician: TIH BOYCE TEST RESULTS I * * * * * * * * * * * * * * * * * * * ** Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab I I Recv'd Tested (days) Size (sg in) (lbs) (psi) /Cure Design CHV1637 1637 4/12/1996 4/17/96 7.00 6X12 28.27 115,340 4080 B 136 1638 4/12/1996 5/08/96 28.00 6X12 28.27 1639 4/12/1996 5/08/96 28.00 6X12 28.28 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar CONCRETE PLACED VIA PUMP AND MANUALLY CONSOLIDATED. REFERENCE REPORT H -1. Si., -. Distribution: (IP t;9 Engineering & Environmental Services • I • • AG R A AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034.6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821-3914 CLIENT: HRS. PRADEEP SANDHU Report Date: April 30, 1996 2023 217TH PL NE Project ,: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Hgr.: TIN HYDEN ATTN: Architect: ROGER OLLENBURG Structural Engineer: DAVID gANS SPECIMEN TYPE: ** CONCRETE ** ASTM -C39 P.0,1: PERMIT B96-0284(5) MIX & FIELD DATA Date Cast: 4/11/1996 Subcontractor: Location of Placement: PERIMETER STEM WALLS FOR CONVENIENCE STORE AND INTERIOR FOOTING FOR CAR WASH. Actual Specs. Specified Strength (psi): 3000 @ 28 DAYS Slump (inches) ASTM C -143: 4" 4" Hix ID,: 501000 Air Content ( %) ASTH C -231: NA NA Supplier: CADNAN Unit Weight(pcf) ASTH C -138: NA NA Load,: Truck 1: 229 TEMPERATURE Ticket 1: 259144 Weather: OVERCAST; RAIN Batch Size: 10 YDS Ambient('F): 53' NA Water Added: 5 GAL Concrete('F) ASTM C -1064: 64' 90' MAX TIME Batch Time: Sample Time: 15 :35 Finish Time: Technician: SAH HYATT TEST RESULTS Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab , , Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV1657 1657 4/12/1996 4/18/96 7.00 6X12 28.27 103,400 3660 C 122 1658 4/12/1996 5/09/96 28.00 6X12 28.27 1659 4/12/1996 5/09/96 28.00 6X12 28.27 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar REFERENCE REPORT M-2. Sine. ��. �..► • Distribution: 1111 `G�� Engineering & Environmental Services s� A G RA AGRA Earth & Environmental, Inc. Earth & Environmental 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Report of Compression Test Results Tel (206) 820 -4669 Fax (206) 821 -3914 CLIENT: HRS. PRADEEP SANDHU Report Date: May 1, 1996 2023 217TH PL NE Project 1: 6- 919 - 10916 -0 REDMOND WA 98053 Project Name: CHEVRON STATION TUKWILA Project Hgr.: TIH HYDEN ATTN: Architect: ROGER OLLENBURG / Structural Engineer: DAVID FANS- SPECIMEN TYPE: ** CONCRETE ** ASTH-C39 P.0.1: PERHIa'1 B96- 0284) MIX & FIELD DATA Date Cast: 4/23/1996 Subcontractor: Location of Placement: STEM WALL LOCATED ALONG GRID LINE 1 BETWEEN GRIDS A AND A.5. Actual Specs. Specified Strength (psi): 3000 @ 28 DAYS Slump (inches) ASTH C -143: 4" 4" Mix ID1: 5500 Air Content (1) ASTH C -231: NA NA Supplier: STONEWAY Unit Weight(pcf) ASTH C -138: NA NA Load,: Truck 1: 350 TEMPERATURE Ticket 1: 526530 Weather: OVERCAST; RAIN Batch Size: 5 YDS Ambient('F): 50' NA Water Added: 0 Concrete('F) ASTH C -1064: 65' 90' MAX TIME Batch Time: Sample Time: 11:15 Finish Time: Technician: BILL KINSELLA TEST RESULTS Specimen Date Date Age Specimen Area Compressive Strength Brk.Type % of Lab , , Recv'd Tested (days) Size (sq in) (lbs) (psi) /Cure Design CHV1867 1867 4/24/1996 4/30/96 7.00 6X12 28.27 116,880 4130 B 138 1868 4/24/1996 5/21/96 28.00 6X12 28.27 • 1869 4/24/1996 5/21/96 28.00 6X12 28.27 Remarks: Break Types -- (A) Cone, (B) Cone & Split, (C) Cone & Shear, (D) Shear, (E) Columnar REFERENCE REPORT H-3. • y►. Via• MO 0 Distribution: `i�� Engineering & Environmental Services '14 A G R A / 4/1 - l zo %4e') Earth & Environmental MATERIAL FIELD REPORT PROJECT NAME PROJECT No. FIELD REPORT No. , . / eiiie0.) S .(,J to � / / 9/4* !", A. LOCATION DATE PAGE /L FIZZ S G C . / 4 l- (�� _.f ` / - , OF CLIENT OR OWNEEB / / ENGINEER _..� GENERAL CONTRACTOR ARCHITECT L e& M10 As. e.- 9 -,Rmx� Ra ,LLe ZZba 4e7 _i 073- TYPE OF INSPECTION PERFORMED TYPE OF STRUCTURE INSPECTED D RESTEEL 0 STRUCTURAL STEEL FABRICATION FOOTINGS D COLUMNS e:' N.REINFORCED CONCRETE Q STRUCTURAL STEEL ERECTION 0 AUGER CAST PILING 0 SLAS.ON•GRADE 0 REINFORCED MASONRY 0 EXPANSION BOLTS 0 GRADE BEAMS 0 STRUCTURAL GRADE 0 SHOTCRETE 0 FIRE PROOFING ® WALLS 0 POST TENSIONED SLAB 0 OTHER (Specify) 0 OTHER (Specify) SPECIFIC LOCATION(S) GRIDS 8.02"E/t4 s/ �i ,ia//s .4 6.4.e) eA r4,uc s/ .e,t_ ,4,‘40 X", 44,Z4.4. REMARKS /SEs.JA.ece•-s -)7 .S/ ;Bt Li,ff Aitet/) 4'n/ 7;‘n1X,ems,We4. / . ep ,, e4e /r• 1,...4S ,ZAtee'd 4/ 4rt/ Ani0 /y1u//mizea /y �c,USGLt .4%(/ Cc>.y%, h412 ..etr, oy.c� ,41.¢x} a� 1N /t f i o-/1 A., /z 4 P- / 4 4.,43 4 ,4•)0 Ao,t/PL.u•ce /..crhL AA .1 Et- As ,4 t , kt/k.¢? /'', -/ A47 /11 4. , ✓oT js-yAtcT .D �p Lee ) ,44.'z c2 6.,,ITP,447 o/- %Nef .5(4& ee•vr0.z)74 600,19,4z'7Z 4 .4 14:44/J%b'i4/ / 7 . CONTINUED CONCRETE GROUT SUPPLIER C'4,0/ f MIX if S", /e, d SUPPLIER MATERIAL TEST REPORT No. `y _ a MATERIAL TEST REPORT No. SLUMP (IN.) Li AIR CONTENT SLUMP (IN.) DESIGN STRENGTH (PSI) 3 djQ Q DESIGN STRENGTH (PSI) ' No. OF SAMPLES 3 No. OF SAMPLES TOTAL CU YARDS PLACED /Ol , f" _ _ TOTAL CU YARDS P 0 CONCRETE TEMP. (Deg F.) (p ./ GROUT i. (Deg F.) l J TIME / f AIR TEMP. 3'73 , E AIR TEMP. ALL ITEMS ABOVE WERE IN CONFORMANCE WITH MORTAR . BUILDING DEPARTMENT APPROVED PLANS TYPE OF MORTAR YES IF NO, EXPLAIN MATERIAL TEST REPORT No. NO SLUMP (IN.) DESIGN STRENGTH (PSI) No. OF SAMPLES TOTAL CU YARDS ED MORTAR P. (Deg F.) AIR TEMP. Inspector Dato cj/ -N - l4° AGRA E Environment , Rev. 11/91) t . 11. ,l 1 I ., 4 !It W 4 . .r Mak .• * . ny4.. r, .• , F....yr. .... a. . ■ . ■ .. . ,. ..soeE : 45'96 -ozgr , • em amsw ; 4 39.6 - , ... 1 - 4 3 AGRA Earth & Environmental DAILY FIELD REPORT PROJECT NAME A 1 PROJECT No. FIELD REPORT No. C 1..ee-Wol fli ■.5E40, e 4 5,71 77eot) 1 6- V /9 _ ' -0 I LOCATION DATE PAGE /0g06 c, /44vz.,A,A Jo Ale 9 / OF 2. ...._ ARRIVAL TIME DAY OF WEEK ,......------- _....—illet / /2 /-6 34) S S M F CLIENT(kOWNER CLIENT OR OWNERS REPRESENTATIVE / PHONE No. . /5, ee/4/1eAP. ---5 1446441 , OENERAL CONTRACTOR ,4•*3 %lei CONTRACTORS REPRESENTATIVE / PHONE No. A79& er2 .11103CONTRACTOR SUBCONTRACTORS REPRESENTATIVE / PHONE No. Le.. /11,ALs AGRA E&E FIELD REPRESENTATIVE AGRA E&E PROJECT MANAGER ,-- .........—.. • . /,/ •4& yeed 41,4 goAite....s WEATHER EQUIPMENT USED M057 simmie/ COMMENTS (Describe work completed during the day; any problems and their solutions) __A cvAl -Si Lb— .. „ 1 ,.... _,./Z-$7 TO__c___/____,411.0 Ar - .. Air 6 -3 "/Q Ct2.41_111e.e_______,..V22,446—____Adi,e) CM141M1-1 _srRaewRbs. 4/ 4,01//Ale__ , azi..,oiA.O (70AJ)-g.4-222 &, _ yci/I-e/41- rativ6.___,.slegy.2getioks AsiO i 1 zekzeeA4e_.s. _CoAbiz.A4.41.%coe rt‘ , ae_s'A'rz6_„t0__ee:ao__(,_,,_el.Sat,e2A5Y, ____& /(2,1, ___jL12,____AO__/Vej-• S , Aebo 4 d e, -5‘,egerer. ._. re 6 - 0 >eil - I - , e3.-47%515-ekidil e.,/ - 7 -- AWce 6,24 ,_ c5 „lei/4s AdwiebeA.4 , A:414 Alex) __CALe i - 4 e-.0 r / z (/ ei ..,5 ceAgel . -S'2 04/ _<51y., j.k_sade,e,,,,elywiti S i '#Q, rv , e fee) .5< -Scie .,- .-- - 52-* / ' 0" ). .5" / -..d...,4 .,---, 4,44,1 . .,,e- J .. ..., ,.. „.. _____ ZW---.%-lr."_!,,5 /45 .:•‘-', ?i A44 , ... 1 .... ‘j . 714. --5 /00. - Arile_e ,etz@it e 51./e/A51,e, 5e)/ _ _ e_efri7--A..e. ‘r - _ i r-1.1.177'.ikic; /we • 'Zye,49:).ce Se.413.6..444 .,-,- y. f-ex. Ale,e/,,7ep e.,/ace. , ele,t)6.4clez,'," ,... AGRA E&E Field Representative .: :6Y21/442 AGRA E&E Project elt Contractor's Representative Date Continued AGRA Earth & Environmental, Inc. (Rev. 7/94) • • Earth y & Environmental DAILY FIELD REPORT PROJECT NAME PROJECT No. FIELD REPORT No. C p4b''rt'o#J 5b/iN E- S t'r,o'J 6 -9/9.-4194, -o / DATE PAGE / 4/9e94 7 Z COMMENTS (Describe work completed during the day; any problems and their solutions) CnrtJSi 5 FD etc' QA7.r7P 774il/A-- ,BiC'osv/tJ S /`'ry SANS nt # p , ' :� Gr2/4r�eG• / b)Y? J& �vBGf.4f . ' v/4 5 r,o/V sn../i of i409f', C E y 61vat/ed.& • SAWO f3AcKF/t..c 4 /l'.Ll f'/ 'e 4,44... A /44/ t X eft/A-7704 v4 . , J v 00-4 s,a re:,s AA, qua _ rArA Awrie 4444ti .14PO Fi.02A1 ,4stj4 d vyif_� ,o /.tJb US, co, 7z. " '7 Ak-E7 SS rPn4 . A-49N6 !E E 7(/ iF'iare G r f c' e) )-r tli 5,./.464.40 5a re_ E .x/yid/ . '6 2 '', 2 �- / � � P A N E 7 7 2 A � o ∎ t l f 4 // " . t „si ‘.6.s /24 .&.v.e140 Or41 ovR 06 04,/,4r cm) 5 doe iQ,/YJrE T .2 44. .ea-',>74 t S e S6g,4i eS Ai°OEi 'E e9 G.' / g 2-c,e / .t3E.4' /41'6 f ° .e¢ �srre4 -- As C we/ Li /A/ /1s4.4Q° r, 0 4 S . �4= e 4 /Pr/Of e ec'4, e27 (0 4.)?A4r4.ir-nre T�/44P' /, -"2, .w e 4 -�A�.c 'E'• " ' Q 727 // a 196. / i'Cr /i /A,4r' ( ?-72.4 -ra rt "Ala fre4- P'e,'! G (JO(1L..Q it .72. 7 /J Ar .0 &cie,eF /Gc. 71- gegrve,e Gs /Pry !a ever/5% S ” Off' l'EA - C.U4ci�c_ ,�>t� ---& /4-s . pf v'.lre.".e- E x C'sao -r/t - i c/Jpuc i .a .4e/ Jom/' / /.r P. _euti2 0P /o.tf Pes .'Ag/fc_ .' L, Oet.) , / 5 , eoe,arraa. �.' ✓ Dez 7??1 / , A-14A 4.-s entis 6-Pr dr' laM/'f L"iPU7.clEQ .. `?C�.0 4i/z) /43v,s 4"*".6 '. ..'S eOif/SCr e-i// W /4 6, /t28¢ri1 /OG- c 1 4 • 7 • • G.. F4, • 47, , 'i of.chc . 7 . ' ec/.44 c • / aonNG 5 (eA.b c 9eI7 2V ,'/,4'&3 Lk. /44J5. C o oi ,'4 c44 A'/"//-' .4v0 41,94.4.44v ,4,,vsoc. /DA /a (SFE /y7Ar L 7Fs7 f AGRA E &E Field Rep. (Initials) AGRA E &E Project Manager (initials) • Contractors Rep. (Initials) Continued 0 AGRA Earth & Environmental, Inc. (Rev. 7/84) . 7 , 7 • � «- . + h�. F "'�.� �,. . ?.Mrv3�;�,..~ �f.:..!:.�j ���:�.t .��5 ,� -�, � ^ f � 77 Y r JAW , ,4V,9 .) , i o ( � ►r G� 001 John W Rants, Mayor iri t j �� � ; % Fire Department Thomas P. Keefe, Fire Chief 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 432_s " 0 V Project Name r. t e VVer Address /& )43 ' .0, 5 .- c. Aria �ti.o- C-7‘ / � ( e Suite # Retain current inspection schedule X" Needs shift inspection Approved without correction notice "K; Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: 'Permits: 1- 4 . - ---r .7 ��^ 6 Authorized Signature / Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 _„...___.__ _____ . . ,. . ,. -! ( , '. (...-0 , . ' . CITY OF TU • KWILA Address: - 10305 EAST MARGINAL WY S Permit No: B95-0234 Suite: . Tenant t TUKWILA CHEVRON Status: ISSUED Type: B-BLDG Applied: 08/31/1995 Parcel #: 032304-9064 . Issued: 03/22/1996 **4*4-***APA*****A*1(*****Ak*A.k*A***.***#0 Permit Condition: • 1. No changes shall be made to the approved plans without prior written approval frofiePjannIsig Division. 2. No signs are approved-Mfils'iWrhitA,saparate sign permit is requiredfbeaCh-proposed - -tilit:J. , *:,...,. . 3. APPLICANT SHALVOBTAIN SEPAPATE SANITARYSEWER::CONNECTION PERMIT FROM VACV,OE SEWEPAISTRICT?:A ..' _4,'.: 4. Temporary etOSion as . 7, , , .• , • the firster'OfqiusTriess to prevent. te0MentatiOnaff- site or/Aptb,00st) storildi:ainige 5. The siteshal,) have permaneAtf cOntrolasOreS:jn place/aS/sObnas possible aftepal gradi41•13 Wa .. ,::•:: _ compY0edJ,and pri4'r to iti* 1-inal ,5 ;•,_ ,: , '.';',..;:, 6. PRIOW/T0 SIGNOFFA4LICANT, MAIL METRO BUSINE DEC UARATIOW.TO:METRO 7. APPLICANT SHALL SUBMIT LANDScAPEIRJGATION PLANS . F.OR'':, , APPROVAL TO PUBLIC WORKS—PRIOR TO ANY , LANDSCAPING ,- '-,' ,,:,• 0 ':'i''; OR IRRIGATION WORL. 8. rilmAco GREASE4NTERCEPTOR R"gpulpto IN THE FOOD PREP ,, .., )•,.,,.:;( ARE" wpgA seretRATef$A0T* ttO SEER PERMIT pw9el0011 wA _,... 9. 4101mbinq,yelit sicalil:b the Seattle*11 COOty6 0epanjtmeii willbe i TA I ip At.H, .„ nike C teg pVf;', th4:`:i.i 9 e n, v 01 ht,tuti 1 0 13-1 a 5.: piping ,j, ,, ( io Cl 24V 4 t . . r:V0i.14N:pet,;ini t: sha 11 be obV;.ine'dithic'Sagli't the W Stap i, D'iy tz.=:, Vii4, of Labor and I n Lusetri,.eSN..an d, all e 1:e C tr i'iia 1 .., =?'.:!-- WOr0Olt010" inspected by that o'geWcy ),( -,,=:. i , , ,: ::4 7 11. All 11)&chaiiical work shall be under, seParate.4epiiiit Issued by •0. • the Cly of Tukwila. 12. All pe:tijolts,'1,0 records antf:00 plani shal4Ybe availabIat t he job site prior to the s of:::,any COii* structiOnThese,documentswe,to, able until final inspection, apPrOval is granted. 13. All structOraooncrete st4:1:1'be:::speClal inspected (UBC - Sec. 306(a) , „.. 14. All structural 'WelAingshallbe done by W.A certified welders and speciallnSpected kLIBC- Sec:.: 15. Bolts installed in conCretethatT•besveClal inspected (UBC - Sec. 306(a)2). 16. When special inspection is required either the owner, architect or engineer shall notify the Tukwila 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 Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. . . 17. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. . 13. Any new ceiling grid and light fixture 'installation is required, to meet Haterial bracing requirements for :seismic Zone 3. 19. Partition. walls att- 0ched to Ceiling grid must' laterally braced- if over' eight .(U) feet in length. 20. Readily accessible access to roof mounted equipment is j required. 21. Engineered truss drawings and calculations :hall be on site 1 and available to the building inspector~ for inspection purposes, Documents shall bear the seal and signature of a I Washington State Professional Engineer. .22. Any exposed insulations backing material shall have a Flame Spread Rating of 25 ,or less, and material shall bear identi- fication showing the fire per.formance rating thereof. 23. A statement from the roofing contractor verifying fire ? ' retardant class of roof w i i i .. be -required ed prior to final inspection :(see attached- . pryoe,edure). '. 24, All construction ter, he�'done in canfcir•mance w i is h approved plans and requ,,irewafifs of,, the; Uni Bu i 1ding. Code (1994 Edition) as �a.ni,el'd°ed,. Un ,Code (19.94, and Washing�tc Sta.,te Ener y Code (19,94 Edition) ,, 1 25. ' All food pr�epar ati kn eitabl ishment must have, S=eattle K ing . County Diwp.a'r�t.pf nt`"S,of Public '`Hea1th `sign- otf4'prior, to opening 1 or doir�g ; ,.a'ny;foo�d. proce'ssI.n,s ,� + Arrangements for f,ina i' Health , Depart,ni ''in= .p shou1'd bernade by call ng y ':�ea,bt•ie'; ; ing County epartment Pub,iO Heale ,. 296 -4787, at yeas ,t t�h� "ee . worF days prior to d'esir~ed inspection date.' On filar k , •.r' requi,r I ng 1 'Hea l th Department approval , it is the 'contractoii' s re pohsl I?'( to ha',re a set`f'of plans appr 2yed by,that t' agein' ` y an the4 s1'•t „ e . ; ,. I ,•_,.:` , 26. No th C1.ty of;•• Iding ' D • vision prior td ' ` °; p g any concrete. •„ 1Thi r p`'roCe lure - is- i n addition to any' r A, 1 r,ema,r;ts,`; f:� r- , _sp e c ia`,1 : l l fsp on k�, ,. , .r ., ' 27. Al �remain in-`piacetid concr e�te''S aLl be treated w+tods 2L. A•}'liistrurtur'a1 masonr y n sha ;1 •be 'special inspected per LIB'e ',4t; S c 306( I:,'~ ,, 1 , ,; , . \ , , 1,:n. J�,# f 29. V J { i ' di t r y -ot e'er mit . ...... , The issua t.ce' o. i3 .permit ar a pr�ova f�`' Pl,p l p;eoif.ications, and computa.teion� not :he core " - >''< str,ue�d to b'e ay; p ...,.. F ," is , , • � •� s per�m.i t fur, or a.n �`�a'ppr ova 1 ..p t., anyu v i o 1 a:t i arl s}o . of 4r • of . . iwrovisions of the t i b�..i ld,ingY ,code or* of any ;F „ other ;�Ird'thance ,of the ,jur i sd i co ; f`4No k perµriri t,.�K'presunr`'ing; to . give'tia _thority to violate or cancel•,,,.thc� provi of th is'! : . code Well 1 be ' ,.!l a,1 i d ,. , ,,,,,, , "'. . 3U. ;There .`jia�1i bef.ip occupancy of the building(s) ur1,t 11 tyre final ins'pFc�t aion�.has been,;completed ; by >the Tukwi:I Building Inspector� ;µ;:, ,.. 31. A CERTIFICA OCCUPANCY 'JILL .BE ,FEOUIRED FOR THIS PERMIT. ii i •. . .. ... . st , S e.\/1 6 9rTA-liot.i - lobos EA S'r JOS - - ' RAMAN ikSSOCc_ ES f 60 1 ft , A..-,... ■A./ kV SHEET NO. ! OF •rthle. ‘AittAdA- 5220 Roosevelt Way SEATTLE, WASHINGTON 98105 CALCULATED SY NV g. DATE ) 0 /4 i/s (206) 522-0084 Revi sr %,01.1 104 i4 CHECKED BY e DATE SCALE I i ; 1 I : 1 i i ; ! i i i : ! ; I ! . 1. i R 6, er 1 I I 6.614frii.14.. .P_ 1 _L _____, .ir.---!-• •• i • —. . -- - ' - - ir . - i -r- - 1 i- -t-- 1 : 1 1 ,t .1 1 . , 1 i, 1 : 1 ! ; t „i: 1 -1-- ..._t_...:,.......1.1..____Lb2.aieArle2.L...4.nWegc-10o4 __Fr :‘ : ; ' appe 13 TD L.Dnzvrtikrims! 1 1 !III !!!''11!1! ii!:ii I 1 •••••1 ! ________•:, L .... 2H i 1,i! - * ' I [ - , •-t-- F: I -+- ,- -- t - . • • • - -i- • - I -- - I-• ., . ;:- .;,.17 . . i; Fr i g,t, _ P ---V Ii 1 t ; .. ,..., ., 1 .-.................... .. I: I - 1 1- 1 - 1 - • t . - 1 - 1 !--- i il 1 ;11;, I * 1 ?• --- - I T -4- : 1 A ' : -,,,_ C.AILCUL4170 . 'Pag. 1,5 I SO "212.. 11 nie.dutp. 2 4 1995 • , . . : . • . : , -: ; ; , ; I ; i 1 I ; ,.., , i.._ _______..— ----,-------,-- nu -- 1 ; : ---: . : • : i ' 4 t ; : ; 4--. i 0 07r-fa . syw r iiii •-•••••••• • .1:!, 1, 1 . - L SS CC ..•: L - • •,/ • , • ,I4 ..: .....;:. .Defil . Sit_"2„i.i7r.:7: j_:::Li.._ .:',... • __ i... 1 1 _l . i • 4 '7 : i ...... i is :;:i •; 1 1.;;!;:!!ii ---1- - --1----- i ------ ---- 1 —F.--L--.-1----1.----4— .. 1 i. t_ .1. L._ 1 l _L....J. ! i ..L • i ;_ A . . _._.. ! „' _ ' :' • - 1 - ' _,.. , _ !I .. i ,_ ,,,_.: - '• - '.. '.:, 1 ....1 i A 0 4 . .4 ,..,•_ _:11.7"..7.414:.::__'..LL. . - - 1 t CikagACCe. 1- , Ct.. ha 119..fl7 ' I N /..i. .- -, ' 1 ' r • • .• - . . . , • Nn . : .... , _, . ,... ..... . 4!p ; . .A.: 0"m•Astot,. 1):E : • _..........:....i_.......t._ _ it.,.....1i.a3.__/..pr. ,...1.,..t..... ....... .t : .:;.... .4...,-...;;;.. : ..•.••.'6. ...:;..;; il'ilillii *i'';' , : , ; ....c;'. : ',- 1 - i ! t ±.. ' ; ' , .i. ' ._, •._.i. -_• .,0:e— - - ..... ! 1 glili"11 .7- I ....1 ; . • : I <4.,• , I %..5 I E L !hi . 1 i 6 1 7 41qath%2P La 1 4 P.,*!.9. 1 ° • 6 * i ! . .. ' I I; 0 .- ! - if' !. :. ,0 ?P 1 -- - - e ei. - 4 4 - d• - ,. • 11111! __ __.1 ; ___. ..... ........ ..... ..._. .... .... 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SEATTLE, WASHINGTON 98105 CALCULATED BY N VA, DATE 4'' J' 1 (' (206) 522-0084 CHECKED BY DATE • SCALE . . . f . i A t _ i'1 . 4J _ ) I . - • : i...•.•••___,••• ..; • . :••• . .• , , 4 r ! — ✓frrT� ......� -_ I � "�• ^'�•«.... ._ ■ ! 1.�«1ti�'r� jilt: . �..a0.«'.'_�i._._ ` RaY S x �.R .t' .L.___ • , • ...... . _ r.+.. �—{�4 �t�::S —.Gcv _...r.1t� sit —.� c S::�t ?.- : ...' ! nt!�A -1, __:_-____..,....._:............,__..J...._...4.........-___ i . • : 1 I r ' 7 1 . -_.... .. . i ; } , • i, « I t' 0. G i . W/ tAln S . : FArCK 6 % D . , . . . • Fes E00.. • I . , i • . . . . t i , t • . i 1 } f � I, ` 1 , f + s • • • mit Gil nr /41.0 ' •+ R AMAM ASSN' 'ES :� R vWV '� p SHEET NO , OF 5220 Roosevelt eyN.E. ', SEATTLE, WASHINGTON 98105 .': •. CALCULATED BY N v� DATE ) d/k / IS (206) 522-0084 'A' CHECKED BY . SCALE • I t z .. F �... .. '•r�..1. -- '. r _T- -� `y / }. � ` '. "�.. 11 - / \ f- : 1._._....,,i . . r r .. '4 . . "•li Y` !t.. . _"__ _. -._. r� .. _ } . d j r I r . I . . ( �4 .._ .1.1 �. • - t • rt t 1 3 t �t ,-',.. y - - t �J _ .• i 1 • . N I t . , ; . ._ t.. _.mow_ -.... � , ............ L { i -. , i 1 � I I a ^ L � _ . j j • . _._ .. _!..._.. +_ _. i i i -. - n t --"- --�- -- �" __ i ._-_ - -- 1. I • 4 .. _,. , <:; _r • - .._.. ._._.i_.- .� »... I ._. _.. ._.__1 _.-....R.- .. +_. Q . I �''{`. _.1.._..J 44..._,. 461.• . I I ... i _ ?'` . i I l i 1 r ; i ,, ; . I f . i ' i s f r 4 • • I r } . . . 4 J • • _. It , . • . .. • , : . . ` t i ; i • s ,. i i ` '1 i _ 1 i t f I I • I I I i . • 4 r- , 141,u .4.4 ......,...,.....0......... ......... .................. r...«.. .....».......r..,....w..._r+w.i .. .........__...w..w..r+i.twrMw�' Mew.+. sw++. wwarMwrrw.- y..+ nrv.+ uM1wss.�/mM1.�M:.t.rtfJMgYMraNwWw .. '.' ' s= ( 1 G `.mss -7 0 I - - MA. i r f'.� 5. roe 1 L RAMAN ASSO .TES CR S H ' E � ET co . �A M > : � I OF 5220 wit.t,A , W,4 . 5220 Roosevelt v a N.E. / S SEATTLE, WASHINGTON 98105 CALCULATED SY N Y.e p . DATE / / ¢'/ (206) 522.0084 • • CHECKED SY DATE SCALE R 00 ,P s .r7 e. 51. Grp ... L-c,A -rte ... _ .... .. . L. L - 2� P5 F ..,5'N n • • _ r i 5 vPP) _.._ _..__...._.... _........... ._ ....:.................._...._ ._. p .. .. ... . .. ...... .......... :__...__........_.._.._. .... , _ _.. «._._� _ — _ _ ... ._ .._. ._ ......_ , .. + G•a w -- s 1b5/ CI- w �.... .. . ... _ . . -. -. . - _ _. ' ..... 44 /30 ' - g o y • ct _ eVs .. E...._._ .34 TJt .:....@. .. "0•6 . . . .... 'N . . ... ..... ... .41-4414) 41-i. 41 . = 2.35' ...... . .......... .. R = 2' c x .1:a- VI 7, n k2 /1 S S Art l.d7r'.413 L i (3 eil.e. it-.1 C.6 l q =0 % S0 - 4. "s- )4 . Roar = Trzuss S I r& . 2! o II „ . . . . C‘ 1 r:- 0 4- / Pr ' 41,- . K ifr 1TSE I it � � T e 2 � ” o , RECEIVED - '. • • ;); r C ITY OF TUKWILA t4 - 2., 4 ' S EP 0 11995 . Fs. _..... .. .i/ , t • _ NAB `$ • PERMIT CENTER ~''"'. „," pREPI5 r 0028 JOB J " '. ..., . V r • NI #..' CO 1 :. VV/ .. RAMAN ASS r - '4TES 5220 Roosevei N.E. SHEET NO. OF f SEATTLE, WASHINGTON 98105 CALCULATED BY NJU'A DATE ' / i u / /S (206) 522.0084 CHECKED BY DATE • SCALE 5E INS- ...... 4 ■ P15e k- C'. ... . . ...T1J_..- ........ 1.G ....; .�..i..�J�o . _ Li. .2D._.�j _.. :.:� -- 3 S.r..' _.._ • t I i i s 1. " t I i ' . ' C ,Qit , C0 t All 01.4 . ,l� cerrd .. : .... ; ......... _ i . • U Sc 5 % ,e 111/2 • (l. ' J ...i _. • G Vii !J' MIA -t.0 : • .. . .... _...... q R ya x s:7 ..............__:.... , Cite 6 1 4 • g` i�� �.=� o �. N y S 12 I i , c� 3 ,�, .. . 4. no..:._. :....._..... _ _ _._.... _ I2.x;. • Grn?evG ..40 I. . r . 20. 14.5 i.., , }e- = . P> I: : . Po2n .. .. .. t;5 = r 6 4, : - ce z . _1e.1 z. x .3. r ... . ...................... ..... .. . ,.00h I ,4 .... *_5..d...3.Z....-.. • n: 20 , .. E.5 : 2 )0 i o aryl :. 1: 5 K i o ..1,,COC psi' A 1 ..-' c.1...i.4.3 t.e. Ft, 7. 1 /7 . ( 1 4 pr.) ... g.....1, rSe. . . ,.... . • , RECEIVED ... ..... .... . CITY' OF TUKWILA . . ... _...... - -SEP. O 1 1995 _.._._....__.._,_ PERMIT CENTER : I I r , . • JOB 5 e .c-v I e- -rr: - .....~.1:- 1 - n LP ht - m Ax..e.,-) ,../.4-._. wi . . RAMAN ASS ip" 1TES SHEET NO. 5 OF ' 5220 Roosevelt ,y N.E. ..._..,, , i SEATTLE. WASHINGTON 98105 CALCULATED BY N V t DATE 5 i1 4 /Tr . (206) 522.0084 CHECKED BY DATE • 6 SCALE • . . ' ' ' . i t i . • ....— . • . . 1 i i . i 1 • • 1 t . ..--„• , .. .. 1 i I I I COr . . 44)41,4.0•4■ (..Z.4241) ) i 677...... • 70 . 1 7( 77k■ C ' ' . r- • gV /7 , / 1 • - . • I ..... • . .- 6 ve) x 70 • . . . . . . • . • . . . e..... • - - - -- . - - • - • • - - ----.•'... . 7a .. ST1 _x Lo..... ........._____ . • . , : 3$7c, v' . : -1.. 1 . i _. ... . _ .. .. J . . - • . • . . . . . . v .. .. . . . oNc... :.-. 0.1-3 7 5. ( v./ ) .............•••■•••■•••• ..... ... - ■ . • • ■ . . . t f' F7,.,_: i- : . . . . . . . .. . . .. . . . . . • • • . • . . _..... ............._..... ................. .. _ .. • CI 3 X 1 0 ) X. fie° 1 ...... ...... Z. 14. 1.4' 4••• L..... ‹....."- . . . ' . .;..... ( N - ) 14 iph2 1%.- :: I ext•‘ ro i 4-...:,-,7,4.-.2 " .P.'''','""...P.77-: 134-Ip 41- F Ce.v1.) se, . . • (...• • / -5. I • &r.') x 7 0 / .r. ,.c :e r ir• . . . . /.4 . N tm-M- -Sol nri • RECEIVED OF CI Zr. . . _ 13 • 4 A 48 . . . .. ........ ...._./.1.40......_„it . CITY . . . . SEP 0 I 1995 • .._ . PERMIT CENTER' • • JOe _.. . RAMAN ASS ' 'ATES . : SHEET NO. OF • 5220 Roosevei y N.E. , SEATTLE, WASHING ON 98105 CALCULATED BY N k DATE /i / ).. (206) 522-0084 CHECKED BY DATE SCALE ki • S 73.007. / 4- -= 1.c1;.. k /Fir ..:..._._ E z , i a L J 1 J :i P O sr I CD __..... ___ I ; 3 • i / 20x 1,1,5 0 ,.° —* -.1 - o N �4l oafl....- ...._. -. ... c� 4. ti. .... _ S C 'T Sl .. Z :...._ ._ - Q_ _.....:..... • 6 G JNI... R ,4 13 1 • „G eX I . 1r 3 .. ... - - - -- :..... -..._ 1p2A N 'PI 0 .1 • J5. }� D 2 A pi AP h HES• • • RECEIVED _ _. . . . _........._...._......:SEP.a. 199 `• • : • PERMIT CENTER .. . ---- - -,,.« - - -- M..........,,.,,. f .-.......,,-....)10)411,1,1.4.1 ..,...•`.........* ir.r.r........................................&...a.e....a.e. 1.w.....tn.t.a.xrse.ut,r....ao,wr.uuo.,.e*.a*s.*•.a..*n....,ar................n...........,.............................*•.+a*.....a.o.*** • ........ JOB > '‘''' . . " ( 6: :, . I J RAMAN ASS( ATES SHEET NO.-- ..: OF • 5220 Roosevelt\-eay N.E. ...,...., SEATTLE, WASHINGTON 98105 CALCULATED BY IV L'l DATE /4 /9..5' (206) 522.0084 CHECKED BY DATE 11 SCALE . . . . . .. . . ...-.. ..._ .-_..... ,. . -. . ......... . . . I T e I } I • 1 I , 1 : i ; ...! 3g-4.. 0 .. 9 , A.e. . - ---.2c..._...._ . ..... _.- , t i i ■ - 1 c 0 g r . . . i& 0.)C .. c.• 7 : . . . . .._ . . _ _ . . • . . .. __..._... ..._ ... . .. . .... ' ' .6...5 • , \ .. ?so -.--ti-- • . . ............... .4.-......-.............. ......................... , / . . - . 11111111111111 . • .. . , .. 7 , ., 'or . e.... :,.... 4.1.1.1 Iv . . .,, • . . . .._ ._ ._ . . . . • ....._............. , _,.. 1 2.- ......„ ..f _,...s.../.9...r.c..4.F...._81.147..?...4.....__v_........2......._.......2...y s"........________. _ ., ..... . . ) . . • ... • .... . ... • .. ..----" - r. L c....._ 1 ej C e...;, % ..: : rl , :... ,..), ., , , . , . I r ., r e r:: . .r) . 1 ..... _ . . . ' I " r • . :1. . rr I •••• :re ...• ...- ..••• . NI E. /Le% E4‘ a e t-i zt........57 i .e.1 .,. C ./-1 ..... w .."-.....,...... S . s .... ..." i i ...e. e ..-1 ... . . i 0 4. .. • --_.. klisi-., 1.)•:::....1.- rr. / 4 p.51, . _, ..._ , , ,_, ... ...,.... _ .. .. V ..- .. 1 7 c'•' D 7 (3: LT )c ', .. . SP. .. ............ .- r. . '... /.. 4... 4 . . • . . • • . . • • . . . .. . . . • .. . . • . . 619 .01 - EivEs vitA .. . . . , — §EP CFI 1995 , ..._. .... . . . . _ . PERMIT CENTER S. - i ' Envelope. Summ t. _ r • Climate _ - 1 ' ENV- SUM 1994 Washngton Stale Nont•fro•nual Energy Coo• Compliance Fam5 Ar -, 1994 - - . Project Info Project Address 1t o g41� MAIIE/�U�IL /Lie,/ yaat2 Date 1'� •�f , �5.: .l) 1 , /otM , G1�9�}�/ 6,roN For Building Department Use Applicant Name: Applicant Address: /rlO 4v l G Z Dz- , �;uw Cf t h a ti Applicant Phone: lni 4S / 1g_. •. 'Project Description ( (ew Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option proscriptive ❑ Component Performance ❑ ENVSTD ❑ Systems • (See Decision Flowchart (over) for qualifications) Analysis Space Heat Type ❑ Electric resistance alit other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior • Note: Below grade walls may be included in the (vertical & overhd) 2g? divided by � Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to Q the level required for opaque walls. • . ' T I " 1 X 100 = /a 9 Concrete /Masonry Option ❑ Check here If using this option and If project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements • Fully heated/cooled space Insulation on Interior - maximum U•factor is 0.19 t,C• ) Minimum insulation A•values Insulation on exterior or integral - maximum U-f actor Is 0.25 Roofs Over Attic - g O • If project qualifies for Concrete/Masonry Option, list walls All Other Roofs /G g 0 with HC a 9.0 Btu/t1 "F below (other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls f, ' (( • from Table 20.5b In the Code. Below Grade Walls NA Well Description U-f actor Floors Over Unconditioned Space /OA (including Insulation R -value & position) • Slabs-on-Grade ' l0 Radiant Floors PA Maximum U- factors Opaque Doors D r BOO Vertical Glazing 0 r (00 • Overhead Glazing . . /(} 4 • • • . . Maximum SHGC (or SC) . • Vertical/Overhead Glazing I it et Semi- heated space' Minimum Insulation A•values Roofs Over Semi-Heated Spaces' — 'Refer to Section 1310 for qualifications and requirements Notes: ji . RECEIVED CITY OF TUKWILA SEP 0 1 1995 . M95 � DM PERMIT CENTER • • Y Y » C omponent P erformance o Y Y Systems Analysis Requit . . . -a. • Concrete/Masonry O a tion" ` Wall Heat Capacity (HC) weighted heat 'lithe area Assembly Description Assy.Tag HC" Area (sf) HC x Area capacity (HC) of the total above grade wail Is a minimum of 9.0, the Concrete Option may be used. - For framed wails, assume HC =1.0 unless calculations are provided; for all ^- «' �, i^ o . other walls, use .0 t�.4. Totals Section 2009. • ". •.ininhto.1 W' divide total of (HC x area) by Total Area • 1994 Washington State Nonresidential Energy Code Compliance Form • Building P ermit P lans . Checklist ' • . ENVV 1994 Washington Sala Energy Coda Comphanca Forma Ap :t. 1994 Project Address / y , /; 4! (_ c ,. tl Date ,D, ' I q --- The following Information is necessary to check a buildin • permit application fo compliance with the building envelope requirements In the Washington Stale Nonresidential Energy Code. Applicability Code ( Location I Building Department (circle one) Section Component Information Required on Plans I l Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces idenUtied on plans if allowed • 1302 Space heat type yes no n.a. Electnc resistance yes no n.a. Otner Indicate on plans that electric resistance heat is not allowed t/ yes no n.a. '. emi• eat:• spaces emi- eat :• spaces i•enti I-. on p ans t ow- . 1311 insulation [ yes no n.a. 1311.1 Instil. installation Indicate densities and clearances yes no n.a. 1311.2 Roof /ceiling insul. indicate R -value on root sections for attics and other roofs; - Indicate clearances for attic Insulation; Q 4 Indicate baffles if eave vents installed; /i Indicate face stapling of faced batts yes no n.a. 1311.3 Wall insulation indicate A -value on wali sections; Indicate face stapling of faced balls; • Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls If masonry option Is used or If credit taken in ENVSTD; yes no n.a. ' 1311.4 Floor insulation lnoicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24' o.c.; A L1 ' Indicate that insulation does not block airflow through foundation vents yes no n.a ¶311,5 Slab -on -grade floor Fndicateli -value on wall section or foundation detail; • Indicate slab Insulation extends down vertically 24' from top; L� Indicate above grade exterior Insulation Is protected •— yes no n.a. 1311.6 Radiant floor lnoicate1 -value on wall section or foundation detail; Indicate slab Insulation extends down vertically 36' from the top; Indicate above grade exterior Insulation Is protected; Ng Indicate Insulation also under entire slab where req'd. by Official yes no n.a 1312 — Grazing and doors Provide carculauon of glazing area (including both vertical AA vertical and overhead) as percent of gross wall area A- S. yes no n.a. 1312.1 'Li-factors indicate glazing ano poor U- factors on glazing and door schedule (provide area - weighted calculations as necessary); indicate if values are NFRC or default, If values are default Q .2 then specify frame type, glazing layers, gapwidth, low -e ,1 coatings, gas fillings yes no n.a.' 1312.2 SHGC & SC l Tdicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted • calculations as necessary) 1313 Moisture control • yes no n.a. — 7313.1 Vapor retarders Indicate vapor retaroers on warm sine yes no n.a. • 1313.2 Tioo11cei ing vap.ret. Indicate vapor retarder on roof section; Indicate vap, retard. with sealed seams for non -wood struc. yes no n.a. 1313.3 Wall vapor retarder Indicate vapor retaroer on wall section yes no n.a. 1513.4 Floor vapor retarder indicate vapor retarder of floor section A yes no n.a. 1313.5 Crawl space yap. ref, indicate six mli biac.. puyetnylene overlapped T2 on ground NIA, 1314 Air leakage yes no n.a. 1314.1 Biog. envel. sealing indicate sealing, caulking, gasketing, aria weatherstnpping yes no n.a. 1314.2 Glazing/door sealing Indicate weatherstripping Ai yes no n.a." 1314.3 Assemb. as ducts indicate sealing, caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yes no Envelope Sum. Form Completed and anached. Provide component performance worksheet if necessary • Provide ENVSTD screen 1 output if necessary It "no" is circled for any question, provide explanation: 1994 V .ington State Nonresidential Energy Code Cc_ snce Form • • Buil •Permit Plans Checklist. ENV -CH . . 1994 Was/moon Slam Energy Code Com pliance forms Ap 1. 199A Envelope - General Requirements Unlabeled gla and doers shalt be assigned the derautt U- factor in Section 2006. 1311 Insulation 1312.2 Solar Heat Gain Coeffi dent and Shading Coefficient: Solar 1311.1 Installation Requirements: All insulation materials shall be Heat Gain Coefficient (SHGC), shall be determined, certified and labeled installed eoorohng to the manufacturer's Instructions to achieve proper In accordance with the National Fenestration Rating Council (NFRC) densities, maintain clearances, and maintain uniform R•values. To the Standard by a certified, independent agency, licensed by the NFRC. ma4mum Went possible, Insulation shall extend aver the full component Exception: Shading coefficients (SC) shall be an acceptable area to the intended R- value. alternate for ca•ptiance with solar heat gain coefficient 1311.2 Roof/Ceiling insulation: Open-blown or poured Ioase -fill requirements. Shady coefficients for glazing shall be taken Iran insulation may be used in attic spaces where the sloped the ceiling is Chapter 27 of Standard RS-27 or Iran the manufacture's test rat more than 3/12 and there is at least thirty inches of dear distance data. from the top of the bottom chord d the truss or ceiling joist to the 1313 Moisture Control underside of the sheathing at the rod r When save vents are installed, baffling d the vent cpenings shall be provided so as to deflect 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm the incoming air above the surface the insulation. side (in winter) d insulation as required by this section. Where lighting fixtures are recessed Into a suspended or exposed grid Exception Vapor retarder installed with not more than 1/3 of the ceiling, the rod /ceiling assembly shall be insulated in a location other than nominal R -value between it and the condtioned space. directly on the suspended ceiling. 1313.2 Roof/Ceiling Assemblies: Rod /ceiling assemblies where the Exception: Type IC rated recessed lighting fbdures. ventilation space above the insulation is less than an averaged twelve Where installed In wood framing, faced Matt Insulation shall be lace inches shall be provided with a vapor retarder. Rod /ceiling asserrblies stapled. without a vented airspace, where neither the rod deck nor the rod structure are made of wood, shall provide a continuous vapor retarder 1311.3 Wall Insulation: Ederia wall cavities isolated during framing with taped seams. shall be fully insulated to the levels of the surrounding walls. When Exception: Vapor retarders need not be provided where all d installed in wood ironing, faced batt insulation shall be face stapled the insulation is installed between the rod membrane and the Above grade exterior insulation shall be protected. structural rod deck. 1311.4 Floor Insulation: Floor insulation shall be installed in a 1313.3 Walls: Walls separating conditioned space from unoondilkned permanent manner In substantial anted with the surface being Insulated. space shall be provided with a vapor retarder. Insulation supports shall be installed so spacing is not rnae than twenty- 1313.4 Floors: Floors separating conditioned space Iran urccreitiated four inches on center, Installed Insulation shall not block the airflow through foundation vents. space shall be provided with a vapor retarder. 1311.5 Slab -On -Grade Floor Slab-en-grade insulation installed lunette 1313.5 Crawl Spaces: A ground cover d six mil (0.006 Inch thick) black the foundation wall shall extend downward tram the top d the slab a f on approved equal shall be laid over the ground within crawl minimum distance of twenty -four inches or to the top d the icxating, spaces. The ground cover shall be overlapped twelve inches minimum at whichever is less. Insulation installed outside the foundation shall extend the jdnts and shall extend !a time Ioumdation wall. downward a minimum of twenty -tour Inches or to the trestline, whichemner Exception: The ground cover may be emitted in crawl spaces is greater. Above grade Insulation shall be protected II the crawl space has a concrete slab floor with a minimum Exception: For mondit hic slabs, the Insulation shall extend thickness of three and one-half inches. downward fran the top of the slab to the bottom of the footing. 1314 Air Leakage 1311.6 Radiant Floors (on or below grade): Slab•rn -grade insulation 1314.1 Building Envelope: The requirements d this section shall apply shall extend downward from the top d the slab a minimum distanced to building elements separating conditioned Fran unconditioned spaces. thirty -six inches or downward to the top d the footing and horizontal fa an Exterior joints around windows and door frames, openings between walls aggregate not less than thirty-six Inches. and Icundaticn, between walls and rod and wall panels: openings at If required by time building official where sal =aliens warrant such penetrations of utility services through walls, floors, and rods: and all or he openings in the building envelope shall be sealed, caulked, Insulation, the entire area of a radiant ilea shall be thermally isolated Iran the sell. Where a soil gas axed system Is provided below the radiant gasketed, a weatherstripped t4 limit air leakage. Ilea, which results In increased convective flow below the radiant 11oor, 13142 Glazing and Doors: Doors and operable glazing separating the radiant floor shall be thermally isolated from the sub -boor gravel layer. cadticned from unconditioned space shall be weatherstr aped. Rxed 1312 Glazing and Doors windows shall be tight fitting with glass retained by stops with sealant a caulking all around. 1312.1 Standard Procedure for Determination of Glazing and Door Exception: Openings that are required to be fire resistant. U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS-31 by a certified 1314.3 Building Assemblies Used as Ducts or Plenums: Building independent agency licensed by the National Fenestration Rating Council assemblies used as ducts or plenums shall be sealed, caulked, and (NFRC). Compliance shall be based at Model Size AA or BB. Product gasketed to limit air leakage. samples used for U -factor deteminatlais shall be production line units or representative of units as purchased by the consumer a camtractor. • ' ' . - 19P" Washington State Nonresidential Energy Code " 'mpliance Form Mechanical Summary MECH -SUM . 1994 Washington Stale Nonresidential Erurgy Code Com glance forms Apnl, 1994 _- `) Project Info Project Address 64,5 F e. Le e Zw_ � 'Date 3 ' /, ,S - 1 Iffil.AIEMairP For Building Department Use Applicant Name: ' N v - or e Applicant Address: , e , koi, Fr1 ./ / 4 IL e Applicant Phone: 4c y3 7... i / Project Description L'>.Q (Aizeir t I41thG sy cl ' S C2) ' i v CCM ball e`tc SCAT 4 k Briefly describe mechanical system O MI. &S ' Aedam! ca I 'Item 71 is h 07-1 . type and features. a /It' °cars ' 7 /A- fin. f. 711. = !tor'1,. 7 4 Compliance Option — TSImple System El Complex system ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) Equipment Schedules The following information Is required to be Incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill In the required Information below. Cooli Eq uipment Schedu Equip. OSA CFM SEER . ID Brand Name' Model No.' Capaclty Total CFM Econo or EER IPLV' Location 7 46. ma ,1612006a 1 futuvr 34'4 4, te4.iti.9 gm/ ,� ' TryH_G yGlJd36 27 � ), .efi2 io•a , /ter, f • Heating Equipment Schedule Equip. OSA cfm . ID Brand Name' Model No.' Capacity Total CFM Econo input Btuh Output Bluh Efficiency' Fan Equipment Schedule Equip. Brand Name' Model No.' CFM SP' HP/BHP Flow Control Location of Service I 'If available. 2 As tested according to Table 14-1, 14-2 or 14 -3. ' If required. ` COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: VAV, constant volume, or variable speed. C 1994 Washington State Nonresidential Energy Code Com( ce Form • • . / • • • • • • • • 1 ^^ " Washington State Nonresidential Energy Cod- ^.ompliance Form • 'Mechanical Permit Plans Checklist M =CHK• • 1094 Washington Slate Energy Coos Compliance Fors April. 1994 Project Address / !r . 1L � /A 60,7 r (, u_tl / Dale p 3 t is The following Information Is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle one) Section Component information Required on Plans Notes H A - E• 1' EM N actions 1401 -14 4 1411 cgpmt performance ' yes no n.a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes no n.a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency /4/ 1412 HVAC controls yes no n.a. 1412.1 1 emperature zones Indicate locations on plans yes no n.a. 1412.2 Deadoand control indicate 5 degree doadbano minimum yes no n.a. 1412.3 Humidity control indicate humidistat yes no n.a. 1412.4 Automatic setback Indicate thermostat with nipnt setback and 7 different day types yes no n.a. -- 71 Dampers 'Indicate damper location and automatic controls yes no n.a. 1412.5 Heat pump control Indicate microprocessor on tnermostat schedule yes no n.a. • 12.• om•us ion tg. n•icate m••u a ing or stag =• con r• yes no n.a. 1412.7 Balancing [Indicate balancin- features on plans yes no n.a. i 422 thermostat interlock Indicate thermostat Interim—Ron plans yes no n.a. 1423 conomizers Equipment sc 1413 Air economizers yes no n.a. 1413.1 peration Indicate TD0% capability on schedule yes no n.a. 1413.2 on r Indicate controls able to evaluate outside air yes no n.a. 1413.3 Integrated operation Indicate capability for partial cooling • . e uc ing systems yes no n.a. 1414.1 Duct sealing Indicate sealing necessary yes no n.a. 1414,2 Duct insulation Indicate A•vaTue of insulation on duct yes no n.a. 1415.1 Piping insulation Indicate R•value of insulation on piping yes no n.a. 1424 Separate air sys. • Indicate separate systems on plans yes no Mech. Sum. Form Completed - and attached. - Equipment schedule with types, t Input/output, efficiency, cfm, hp, economizer • .. SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 'Service water htg. yes no n.e. 1441 Elec. water heater Indicate R•10 insulation under tank r• yes no n,a. 1442 Shut-oft controls Indicate automatic shut -off 1450 Heated pools yes no n.a. 1 Pool water heaters nTndicate not electnc resistance yes no n.a. 1453 Pool heater controls indicate switch and 65 degree control yes no n,a. 1454 Pool covers indicate vapor retardant cover yes no n.a. 1454 Pools 90+ degrees indicate pool cover It "no" is circled for any question, provide explanation: • • • • • 1994 WaLt,gton State Nonresidential Energy Code Co rce Form r; . Mechanical Pirrmit.Plans Checklist IVIECH -CHK. • I9 Washington State Enorpy Cobs Comptranca F orms Apra, 1094 Mechanical - General Requirements 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial coding even when 1412 Controls additional mechanical coding Is required to meet the remainder of the 1412.1 Temperature Controls: Each system shalt be provided with at cooling toad. Canlyds shalt not preclude the economizer operation where least e temperature central device. Each zone shall be controlled by 00ceding is required simultaneously. on individual thermostatic controls responcing to temperature within the zone. Exception: Economizers on individual, direct expansion, cooling At a minimum, each floor of a bulking shall be considered as a separate systems with capacities not greater than 75,000 Btu/h may zone. , • Include controls that limit simultaneous operation of the eanordzer and mechanical coding for the purpose of preventing 1412.2 Deadband Cbntrols: When used to centred both comfort heating Ice formation on cooling coils. and coding, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F Within which the supply of heeling and coding energy to 1414 Ducting Systems the zone is shut off or reduced to a minimum. 1414.1 Sailing: uct work which is designed to ng: g operate at pressures Exceptions: above 1/2 inch water column static pressure shall be sealed in acxorclance 1. Special occupancy, spedal usage, or code requirements where with Standard RS-18. Extend of sealing required is as follows: deadband controls are not appropriate. 1. Static pressure: 1/2 inch to 2 Inches; seal transverse jdnis. 2. Buildings ce plying with Section 1141.4, If in the proposed building energy analysis, heating and coding 2. Static pressure: 2 inches to 3 inches; seal all transverse joints thermostat setpoints are set to the same temperature and longitudinal seams. between 70 degrees F and 75 degrees F inclusive, 3. Static pressure: above 3 inches; seal all transverse joints, and assumed to be constant throughout the year. Icngitudiind seams and duct era!! penetrations. 3. Thermostats that require manual changeover between heating and coding modes, 14142 Insulation: Ducts and pfernxrs that are constructed as part of the 1412.3 Humidity Controls: If a system Is equipped with a means !a building envelope shall meet the requirements d Chapter 13. Other ducts adding moisture, a humicistat shall be provided, and plenums shalt be thermally insulated per Table 14.5. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with Exceptions: automatic =trots capable of accomplishing a reduction d energy use 1, Within the HVAC equipment. through control setback or equipment shutdown during periods of naruse 2. Exhaust air ducts not subject to condensation. or alternate use d the spaces served by the system. The automatic controls 3. Exposed ductwork within a space that serves that space only. shall have a minimum seven -day dock and be capable of being set for seven different day types per week. 1415 Piping Systems Exceptions: 1415.1 Insulation: Piping shall be thermally insulated in accordance with 1. Systems serving areas which require continuous operation at the Ta.•le 14-6. same temperature setpdrrt. 2. Equipment with full load demands of 2 kW (6,826 Bluth) or less Exception: Piping installed within unitary HVAC equipment. may be controlled by readily accessible manual dl- Water pipes outside the conditioned space shall be insulated In hour controls, accordance with Washington State Plumbing Cede (WAC 51.26) 1412.4.1 Dampers: Outside air Intakes, exhaust cutlets and relief outlets serving concfitianed spews shall be equipped with dampers which close 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) automatically when the system is off or upon power failure. Stair shaft and elevate( shaft smoke relief openings shall be equipped with normally open 1421 System Type: To qualify as a simple system, systems shall be one of dampers. These dampers shall remain closed in normal operation until the following: activated by the fire alarm system or other approved smoke detection a. Air coded, constant volume packaged provide system. heating, coding or both, end require only external Exceptions: . connection to duct work and energy services. 1. Systems serving areas which require continuous operation. b. Air coded, constant volume split systems, which provide heating, 2. Combustion air intakes. coding or bah, with coding capacity of 54,000 Bluth 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall Include or less. microprocessor controls that minimize supplemental heal usage during c. Heating start-up, set -up, and defrost conditions. These controls shall anticipate only systems which have a capacity d less than 5,000 cfm a which have a minimum outside air supply of need for heat and use compression heading as the first stage of h less than 70 percent of the total air circulation. Controls shall Indicate when supplemental heating is being used through visual means (e.g., LED indicators). All other systems shall comply with Sections 1430 through 1438. 1412.6 Combustion Heating Equipment Controls: Combustion heating 1422 Controls: In addition to the control requirements in Section 1412, equipment with a capacity over 225,003 Blush shall have modulating or where separate heating and coding equipment serve the same temperature staged combustion control. zone, thermostats shall be interlocked to prevent simultaneous heating and _ coding. 1. Boilers. 1423 Economizers: Economizers meeting the requirements d Section 2. Radiant Heaters. 1413 shall be installed on packaged rod top fan-coding units having a 1412.7 Balancing; Each air supply suppycapacity of greater than 1,1900 cfm or a total coding capacity greater g: ppy outlet a air a water temrnal device than 54,000 Btu/h. shall have a means for balancing, including but net limited to, dampers, The total capacity d all units without econarizers shall not exceed temperature and pressure test connections and balancing valves. 2 0 t al capacity building. 1413 Air Economizers 1424 Separate Air Distribution Systems; Zones with special process 1413.1 Operation: Air economizers shall be d automatically modulating temperature pasture st rr u t i requirements stems humidity requirements shall ui served by outside and return air dampers to provide 100 percent d the design Pi� separate air distritxtticn systems from those serving zones requiring only air as outside air to reduce or eliminate the need for mechanical coding. comfort oxnditiau. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all d the buildings coding loads, • • • 1994 Washington State Nonresidential Energy Code r ^mpiiance Form L ighting_ Summ • • .. = L TG -SUM. • • 1991 Washrgton State Nonresoeniral Energy Code Compliant* Forms April. 1994 Project Info Project Address No . .( & n _ �� / Date r . , 3 i , n,,— C �' ` � For Building Department Use f c�t;wflC ' js u • Applicant Name: fl ((le ms'"' U12 p Applicant Addres /i6 ll. i +'ZO1i S'c11c vtte ivA gt2:4 Applicant Phone: 40 , i 2z Z !Project Description ErNew Building ❑ Addition ❑ Alteration Q Compliance Option 'Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60 % of the fixtures are new, and Installed lighting wattage is not being Increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft •• Area In ft Allowed x Area • • •• From Table 15-1 (over) • document all exceptions taken from footnotes Total Allowed Watts ,,,, Pro • osed Li_• htin_• Watta:e (Interior) (May not exceed Total Allowed Watts•for Interior) Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Tote/ Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft Allowed Watts Location Description per ft or per tf (or If for perimeter) x tt (or x If) Covered Parking . . . & r 0 - o • Wm 2 'L Open Parking alt � IN .a imei . 0.2W/tt , /D70 '214 Outdoor Areas A ticl eA f lk9 ' • 0 (Age boll, 0.2 W/ft 4 4.3i f 8"4 Bldg. (by facade) 0.25 W/tt' Bldg. (by perim) SU% Lei ItAs prr 7.5 W/11 34 - Note: for building exterior, choose either tho facade area or the perimeter method, but not both) , Total Allowed Watts / ? 9 g , Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ • Watts 1• Location Fixture Description Fixtures Fixture Proposed -- r a 0 12117111MMINI7XIMIL oc 111M111111111111111EZ311•111 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts it ( ' • • 1994 Wa nington State Nonresidential Energy Code Cor: nee Form • Lighting Summary. (back) .. ,. LTG -SUM 1994 WastingIon State Norm'sdental Energy Coda Compliance Forms Apnl, 1994 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Ughting Fixtures: ❑ Check here If at least 95% of fixtures in the space meet all four criteria: Note: If occupancy type is 'Other' and fixture answer is checked, the number of fixtures in 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space is not limited by Code. Clearly indicate these spaces on plans. II not 2. Lamps are T•5, T -6, T•8 or PL, and 3. Lamps are 5-50 Watts, and qualified, do LPA Calculations. 4. Ballasts are electronic ballasts Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA LPA Use' (W/ft") Use' (Wirt') Paintin., weldin•, carpent , machine shops 2.3 Police and fire stations' 1.2 Barber shops, beauty shops _ 2 Atria (atriums) 1 Hotel banquel/conferencerexhibition hal 2 Assembly spaces ° , auditoriums, aymnasia ° , theaters , 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 _ Restaurants/bars 1 Cafeterias, fast food establishments 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1,5 , Warehouses" , storage areas 0.5 Ubraries 1.5 Aircraft s torage hangars 0.4 Nurse, j domes 1.5 king ga Parrages s.a Sedan 1632 Wholesale stores (pallet rack shelving) r 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1,3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities al other use types (including but not limited to schools, 1.2 hospitals, Institutions, museums, banks, churches) Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically, the Unit PowerAtlowaonce shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance. for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. • • 7. In cases in which a lighting plan is submitted'i'6tt only a portion of a floor, a Unit Lighting Power tAdi'pwanca my be used for usable office floor area and 0.80 watts per square foot shall be used for the cornmdn,areas,f hlgh rnay•irfgludf elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall coricotdr`Ses ; , • ; r 5 • . ,� , • t' 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power rAllowance fir thetcourt area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window arc exempt. Retail A allows 4 1 Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise displayilluminaries are exempt. i - - Retail B allows a Unit Lighting Power Allowance of 1,5 watts per square foot ;,including all,cbilins mgimted inerchar ise display luminaries. ' ,. :, • ,., • r .. . • 11. Provided that a floor plan, indicating rack location and height, is submitted, the square fodtage fora warehouse may.bc defined,'.fo{ computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • • . 19G4 Wasnington State Non Energy Cope i.;orm_..a :,oe rc,,, . _�L • Lighting P ermit" ns Chec 4 : " t ' LTG HEt 1994 Washmaton state Energy � .00e Comohance Fotms Aoit) 194 • . Project Address d ' as , `I 'r ' Date &,,�f ? l' The following information is necessary to check a I ghting permit app ication for compliance with the lighting requirements In the �/ • • • • 1994 Wa�r.ington State Nonresidential Energy Code Corr( ice Form • Lightinig permit Plans Checklist LTG -CHK 19" Wishinpron Stale Energy Cod. Compliance Forms Apru, 1994 Lighting - General Requirements timer, photocell, or acembination d timer and photocell. Automatic time switches shall also have program back-up capabilities, which prevent the 1513 Lighting Controls lass of program and time settings for at least 10 hours, if power is 1513.1 Local Control end Accessibility: Each space, enclosed by walls interrupted or ceiling-height partitions, shall be provided with lighting controls located 1513.6 Automatic Shut -Off Controls, interior. Office buildings greater within that space. The lighting controls, whether one or more, shall be than 25,000 ft and all school classrooms shall be equipped with separate capable of turning off all lights within the space. The controls shall be automatic controls to shut off the lighting during unoccupied hours. readily accessible, at the point of entry/exit, to personnel occupying or Automatic controls may be an occupancy sensor, time switch, or other using the space. device capable of automatically shutting off lighting. Exceptions: The following lighting controls may be centralized in Exceptions: remote locations: 1. Areas that must be continuously illuminated, or illuminated in a 1. Lighting controls for spaces which must be used as a whole. uiri of the lighting. 2. Automatic controls. 3. Switching lighting or industrial manufacturing ng process facilities as 3. Controls requiring trained operators. may be required for production. 4. Controls for safety hazards and security. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of 1513.2 Area Controls: The maximum lighting power that may be automatically turning off all the tights in an area, no more than 30 minutes controlled from a single switch or automatic control shall not exceed that ahor the area has been mated• which is provided by a twenty ampere circuit loaded to not more than 1513.6.2 Automatic Time Switches: Automatic time switches shall have eighty percent. A master control may be installed provided the individual a minimum 7 day clock and be capable of being set for 7 different day switches retain their Capability to function independently. Circuit breakers types per week and incorporate an automatic holiday "shul-off' feature, may not be used as the sole means of switching. which turns off all loads for at least 24 hours and then resumes normally Exceptions: schedd 4 operations. Automatic time switches shall also have program 1. Industrial or manufacturing process areas, as may be required backup capabilities, which prevent the loss of program and time settings for production. for at least 10 hours, if power is interrupted 2. Areas less than five percent of the building footprint for Automatic time switches shall incorporate an over -ride switching device footprints over 100,000 ft which: 1513.3 Daylight Zone Control: All daylighted zones, as defined irr a. is readily accessible; Chapter 12, both under overhead glazing and aiacent to vertical glazing, b. is located so that a person using the device can see the lights shall be provided with individual controls, or daylight- or cccupant•sensir rg or the areas controlled by the switch, or so that the automatic controls, Which control the lights independent d general area • area being illuminated is annunciated; lighting. c. is manually operated; d. allows the lighting to remain on for no more than two hours 1513.4 Display, Exhibition, and Specialty Lighting Controls: All when an over-ride is initiated; and • display. exhibition, or specialty lighting shall be controlled independently of e. controls an area not exceeding 5,000 ft or 5 percent of general area lighting. footprint for footprints over 100,000 ft whichever is 1513.5 Automatic Shutoff Controls, Exterior: Exterior lighting not greater. intended for 24-hour continuous use shall be automatically switched by • • I.LJ 1 1 U I I r J. 11 . IIU1 , 1L +GUI I .J III 11/4 dJ .J1.) .J1.) .LJ' VV IP � UlJV 1 . L.)..1. PR 2 9 '96 07.•5 I •• I: ,a �„uu , fi 1'M 't,',•�.:'••T' �t !! It',„ y....�.. ,� . •�. I �^ p : 9.:'.. ,t;;b a r ' . r '! {�:. x, ,t ),7;t , F r , ,,,,, „ a 1r�r:, �,_. +; :0 r .J . `� LS,Cld�eY ;c,,,L;ti 1 'F e!,• , .I e • ” •.� �. 6. 1, i;1 ; };1 4 , I 1 �: 1 y�ni ta g�' �Jit.:41 dr ti.i1:�;"r '.'" , � ' ' . I:l� v. , i , . ,' '�r N,,. , .{ . ,n � . , . , .I,, .'!,_;,. ,u, ll ••v.. • u i.w. . ( v ;! ,1 „ �,, .. , . .1 • 4�' ..+ -,C II .44� .yI � 4!;:•jl' R : I Jr ' ' r+y `'�I,.y1,1 ,,1„ IIt.CL'• tit f:,, .1% In'.. n!!� s. t:., r - !•! . 1:. r! I{�,r 1 ,,. ,, y ,. f '•,,• ,� 1 �.. ryq. ., � j "', ,h saiti , � 1 � • y � w p , !. "'}I .c 17,:' I +.: ... lii:•.� . i:'n'^1.L' I ,'�,� ... _ '1 , a. (" .'!1 r! 3' t1•, �.,�• ^' ? ti ..:4.4. .rttiLr ... .v r,7R! M, •.� , ,' .., : �: tt 1�:{r.'i •iia 'I�•': ''��'r M,i:: . Ai THIS CERTIFICA IS ISSUED AS A MATTER OF INFORMATION ONLY AND : IT ' ` I ROY POTTER INSURANCE, INC. CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE %+ i 412 QUEEN ANNE AVE. NORTH DOES•N0T AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE ' ` j' SEATTLE. WA 88109 POLICIES SELOW, '= PHONE: 200.284.0470 . _ FAX: 200.281.7049 . COMPANIES AFFORDING COVERAGE _ -- ._._.. . ...__. ■. , .r... - bee ,, COMPANY _ A CALVERT INSURANCE COMPANY . c • . INSURED -•- COMPANY LEE MORSE GENERAL CONTRACTOR, INC. g AMERICAN STATES INSURANCE COMPANY • III COMPANY _ . _ - ..... • 140162ND AVE. E. C ' . • . . FIFE, WA 90424.1221 COMPANY .. r .: 0 :r• .. w , I ryF _ i.,,:.! ,^.,�: _.:.: i ?, 6 •rj. r. !•,:' Y• ' "ri':•.r::ti t , .:..d i ,'.. n ,p','. 1, . ' „ 7 . '•tl:..• C•i.h '(:y!: ';.'}; V - DI J Y '. ^ i'.tl _. J, . .,,,: 7 t ..� .I . '' ..',•�• t .. .•• ; ,...xul ';:.r.• r: .. „ 1 i � ., v ' 1 n�: {.:.r,7•.;.✓ ... r.; ::u.M1rJ.: 4�!i:,a ' , THIS IS TO CERTIFY THAT THE P ES OP INEuMNCE LISTQO BELOW HAY! bEEN ISSUED T01HE INSURED NAMED wive Fait THE POLICY PERIOD INDICATED, NOTWITHSTA)IDINOAHY REQUINT. TERM OR CONDITION OF ANY CONTRACT OR O1NEA DOCUMENT WMTH RESPECT TO WHICH THIS CERTIFICATE MAY RE ISSUED OR MAY • ' PERTAIN, THE INSURANCE AFFORD @O BY THE POLICIES OEBCRIBEO HEREIN IS auSJRC110 ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS EMOWN MAY HAVE BEEN REDUCED ®Y PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION T O TYPE OF INBURANC. aCLICrP1 MBFR LIMITS DATE iO Y) DATE IMMO/YY) ':'1 GENERAL LIABILITY • GENERAL A • • • A - $ 1,000,00 X COMMERCIAL avow. LIABILITY 01.1801107 APR 18 98 AUG 108 PRO_DUCT6•COMPJON AGO. 6 11000,00 " 1CLAIMS MAOG © OCCUR PERSONAL 6 KW INJURY I 1,000,00 A OWNER A CANTRAC POW EACH OCCUaRF.N( $ "' 1, ' - .. FIRE OAMAOFIMYOng PIre) S , 80,0O . , MED. EXPENHF.(Any Ono Pilio,'3 ' 8,000 ■ w : !AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT S 1,000,00Q AIJYAU1O 02CC6940201 APR 18 98 AUG 188 __,•_„ , „ • • ^~ ALL OWNED AuTOA BODILY INJURY X SCHEDULED Ath Os (Pa Person) >i X HIREDALJTOS EMILY INJURY S x NON +OWNED AUTOS (Pear Accident) • PROPERTY DAMAGE S 1 - '. GG RAGE LIABILITY f �' • ' A A AUTO ORLY • EA ACCIO!NT S A9/'✓ AUTO A l U r � t � ..rte -. EACH ACCIDENT :C r AOOREOA1 E 11: G:: :,• EXCESS LIABILITY EACH OCOURRENCC 1 .. UMBRELLA I'ORM ' � A , Mi ;. OTHER TH AN UM BRELLA FORMM. WOR KER'S COMPENSATION AND STATUTOavLIMit& axa,. ;r:' ?� ! ;,' EMPLOYERS' LIABILITY GL 1601107 APR 1898 AUG 1 08 EACH ACCIDCN1 1,000 OOtA r ;`• > A THE PROPRIETOR/ 019EAS0•POLICY LIMIT $ 1000,000 • '!; O OFFICERS R8 RS Afis: T1VC ��� OIBEASE.EACH EMPLOYEE $ 1 000 ' fIC6 ARE: OTHER i • DESCRIPTION OF OPERATIO S /LOCATIONSNEHICLES /SPECIAL ITEMS "'.. ADDING THE CITY OF TUKWILA AS ADDTIONAL INSURED AS RESPECTS THE " TUKWILA CHEVRON" JOB AT 10806 EAST MARGINAL WAY • SOUTH - TUKWILA WA ' ' i • , i'' , , , " , : . 4. {:: • : 1 'S•.d r!m +'V! ' w".' ) t 1, r ", L 1 ' OE y • • • • i2TIFIC • - :,f'(� (; �,RI'• ;'i'•;:I;+•,:l�;t.�^:I 1�i1�'1R� CELIATI '' ' I I :'f1;' "'� „ ; i.., ry,..i,.�^ ;;: ' 4. -�., r• : ,7 � :� .. ... .._.........,.,. i. •• ,.1. 1 .1 A,' Iw.•, , . a .•- v .... ' •: i I+q, � ' IL 1 ,LL:u. ' •�. CITY OF TUKWILA MOULD ANY Of TI IC ABOVE DESCRIBED Poi IGaC6 in CANCEED OGFORE THI , .i, 6020110N DA • HEREOF, me IssUI1Ja COMPNJ'r WILL ENOCAVOR - T • O MAIL a4. � P ,, 10 DAYS W' CN NOTICE TO THE ATIFICATE HOLDER NAMED YC•THE L EFY, ' ('i'• . ' v' �.i */ OUT FAILURE • MAIL suC►I NO ' • ALL IMA09E NO 08LIOATION OR j.IA81LITY i ' ii Of IN PON THE COMP 8 AGENTS OR REPRESENTATIVES.' J AllentIorIC SHEU- FAX 001.3986 ± i �� �1L� ;! • .l: .•,.'.1 ....:.:. .:.. v., 1•, ' *. a. , r , a , F''. .. . ' , !, �,. • •y. y y; r •M- r•' f"-; -« 4LV'C`.7 ` i'::qr .. .1 , ,. + �1-12L .:N• . k 'r...v,.a, +: cl•� • :. i• .�. : , • 'CJ:�41 1 , . `1 . ' J�vJILA, . qs --k � j ` ,� � 1r ' City of f l ukwila John W. Rants, Mayor /I, N \ , 40..• Department of Public Works Ross A. Earnst, P. E., Director ................ .• 1R' .. 1908 NOTIFICATION TO RECIPIENTS OF • PUBLIC WORK, _UTILITY PERMITS All Public Works utility permits have a standard requirement listed on the first sheet: 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. This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit condition and City standards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace non - conforming construction, You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITY INSPECTOR, MR. GREG VILLANUEVA, WHO CAN BE REACHED AT 433 -0179. Your cooperation in this matter is required and appreciated. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 = �ydILA, Ly , 9 • . z City of Tukwila John W. Rants, Mayor % `� sp% ,`� e f z; Fire Department Thomas P. Keefe, Fire Chief 1905 September 26, 1996 Fire Department Review Control #B95 -0284 (revision 8/19/96) Re: Tukwila Chevron Mini - 10805 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. 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) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1 - 1212.8) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 2. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.3.4) Add heat detection and manual pull station to the new restroom. 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206)575.4404 • Fax: (206) 5754439 • . �-� YY r� nj ; City of Tukwila John W. Rants, Mayor �'. 4,Eo ° _; Fire Department Thomas P. Keefe, Fin' Chief 1908 �= Page number 2 obtained. (City Ordinance #1742) (UFC 1001.3) 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) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. 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 detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 .... i. ..t .rv. ... .- e.. +f....,..tJ.,a...ri. v .. fJt. v�lte.. .. rswu .tnrv...t�erirra..x.,.+w.D+..gn. [.tr..AAttr. vs. al. x.. w. sww .w..........+u.w......�+uw..r. nee. rfr+ Fn. .+rxr+.•rwna...>w...»,..ms.r.: aw.+.c.anv. .Ary <thW1 WYVAlM)TIW.r.MAlrwr.mn ± ruw ..»..... -___. __.- ._.,�.... ».....nu. . r = � . p 6 %s CITY OF TUKWILA ° ;r� E Department of Community Development N ' "O ' �t _ Building Division- Permit Center ' . `�'' j ar : = 6300 Southcenter Boulevard, Tukwila, WA 98188 M iso>3 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 9- ( ? 7 fb PLAN CHECK/PERMIT NUMBER: 1396- ozz PROJECT NAME: S� f k' L1 ci� \I 00 IV Jq /xi PROJECT ADDRESS: l A 2 ' r - & P- S 7 Al iya e I du IF ..)1+- . 01 Si CONTACT PERSON: ? /14' SL} N ait V PHONE: 2 o F -- 7 2 -- S-- , REVISION SUMMARY: e - / *-dG Q c+e, -,, z „,,,,,e�'1, 5 0 S 1-r A (2 w A- c/ • F-�4 SHEET NUMBER(S) S— REC IVFr "Cloud" or highlight all areas of revisions and date revisions. RECEIVED AUG 2 7 1996 CITY OF TUKWILA I uf\wlLA AUG 1 9 1996 PUBLIC WORKS PERMIT CENTER SUBMITTED TO: LtK - _1 :, 1 h ) Db -----ao■ _!...aia /ea: ■I 7? • A_ \ A 9- . - I CITY USE ONLY • Bt. , a J < l . Rennin . P> 7 Fire;: ,Public WorksT: cL }Qi Ub � 1 4.414)x. /Cau7,t t o 1 sf v t`J� — k- 4176 /19/96 s Of 2% ' j - q ) , ; 'lr Z t� of Tukwila John W Rants, Mayor � a H ; Department of Public Works Ross A. Eamst, P. E., Director • • ,. 1908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: JULY 3, 1996 SUBJECT: TUKWILA CHEVRON Street Use 10805 East Marginal Way S. Project No.: PRE95 -002 Plan Check No.: B95 -0284 Activity No.: PW96 -0189 Contact Person: Mr. Ron Berry Phone: (206)300 -9862 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON July 3, 1996: PERMIT FEE PW96 -0189 Street Use 25.00 Total Cost: $25.00 Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application and plans) Development File (copy of letter, application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 • • v40 /. 641 12 % City of Tukwila lla John W. Rants, Mayor ttl% +, , A , .f Department of Public Works Ross A. Earnst, P. E., Director 1908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: iS PUBLIC WORKS ENGINEERING DATE: JUNE 27, 1996 SUBJECT: TUKWILA CHEVRON Landscape Irrigation 10805 East Marginal Way S. Project No.: PRE95 -002 Plan Check No.: B95 -0284 Activity No.: PW95 -0295 Contact Person: Mr. Paul Purwal Phone: (206) 955 -7508 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON June 24, 1996: PERMIT FEE PW95 -0295 Landscape Irrigation 25.00 Total Cost: $25.00 Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application and plans) Development File (copy of letter, application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 ( Bq5� 02-$5 J '" a . ' 1 .s' ,, ,, % � 6 . �� ; , City of Tukwila John W. Rants, Mayor ) , 0 \ , 4 Department of Public Works Ross A. Earnst, P. E., Director . / soa NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: I PUBLIC WORKS ENGINEERING DATE: APRIL 29, 1996 SUBJECT: TUKWILA CHEVRON 10805 East Marginal Wy S Project No. PRE95 -002 Plan Check No. B95 -0284 Activity No. PW95 -0293 Contact Person: Neil Dennison Phone No. (206) 922 -2000 (206) 953 -1109 (Mobile) NUT1 PIED y..20.96 1414v THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON April 29, 1996: 4 k !)19 Permit Fee \4 Iauling $ 25.00 Two copies of the confirmed Utility Permit Application form are attached for inclusion in the permit file. Also attached are copies of Certificate of Insurance, Hauling Bond and 5 copies of haul route map. If any questions, please advise. JJS /jjs Attachments a/s cf: City Clerk (w /copy of UPA /haul permit documents) PW Utilities Inspector (w /copy of UPA /haul permit dsocuments) Development File (w /copy of UPA /haul permit documents) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 to Phone: (206) 433.0179 • Fax (206) 431-3665 a G *ILA, !1• ..1 a � lP. a City of l ukw ltd • John W. Rants, Mayor % A pq�/ Department of Public Works Ross A. Eamst, P. E., Director .• pr ' 1908 NOTIFICATION OF UTILITY PERMIT ACTION TO: CC PERMIT CENTER FROM: //6 PUBLIC WORKS ENGINEERING DATE: APRIL 15, 1996 SUBJECT: TUKWILA CHEVRON Temporary Water Meter 10805 East Marginal Wy S Project No. PRE95 -002 Activity No. PW96 -0076 Contact Person: Neil Dennison Phone No. (206) 922 -2000 (206) 953 -1109 (Mobile) THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON April 15, 1996: Permit Fee Temporary Water Meter (Size 2.5 ") $100.00 (Deposit) A copy of confirmed Utility Permit Application form will be inserted into the permit file. JJS /jjs of: PW Utilities Inspector (w /copy of application) Development File (w /copy of application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 . .,,. ....,. ,.. ...,.,.it •:.r r ".e.....w.w «.w.F..,.,.....u.,. ,.*.v..... ...s ...r ,.............-. ................ r.,......,..,-,.... r. e.,. vnnrr .nu.... .,,..�.,.*.«.,.....,.. ......._. «... _...... ?,�i 1 � 'P� • City of Tukwila John W. Rants, Mayor '1 .,� '0 , �` .. f ?. Department of Public Works Ross A. Earnst, P. E., Director y 906 NOTIFICATION OF UTILITY P 1 RMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: March 12, 1996 SUBJECT: Tukwila Chevron 10805 East Marginal Way S. Project No.: PRE95 -002 el'iinntl ll\li aB95= 0283; B9M284 X895 02 Activity Nos.: PW95 -0292, 0293, 0294, 0295, 0296, 0297, 0298 and PW96 -0011 Contact Person: Mr. Roger 011enburg Phone No.: (206)451 -1232 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON March 12, 1996: PW95 -0292 Access /Sidewalk $25.00 PW95 -0294 Land Altering $156.00 PW95 -0296 Storm Drainage $25.00 ISSUE 3,22'9- PW95 -0297 Permanent Water Meter (One, Size 1.5 ") $275.00 'i 3:4 .67 _ PW95 -0298 Deduct Water Meter (One, Size 3/4 ") No Fee PW96 -0011 Sanitary Side Sewer $20.00 (Thermaco Grease Interceptor) Total Cost: $501.00 THE FOLLOWING PUBLIC WORKS PERMITS CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM TIIE APPLICANT AND REVIEWED. This information consists of six sets of Landscape Irrigation Plans for the Landscape Irrigation permit and a copy of the Certificate of Insurance with a minimum coverage of $1,000,000 naming the City of Tukwila as additional insured and a $2,000 bond along with five copies of the haul route map for the Hauling permit. PW95 -0293 Hauling 25.00 PW95 -0295 Landscape Irrigation 25.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. 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) 4313665 L•.TM1:1t3W.4 .A: k .741 tin' lLW :. 3X'• NY. A' iY. tAGNMawWt+ W4. fM. wsNil.+ lt+•+ hx' J9iw• fVde/ M+ w4U1M1' uaaCA 'iKYNUTna'fifiwrM4r✓M`.er�wWwwf4 w•w+w..rw.+wKrnwwanwrN.rzrM SO W.RMtf`.rf.MiltiYaavwv..u.. •..w.......�•....�...�.._.. .. 05/01/1996 15:20 206 -451 -1 ?Al ROGER OLLENBURG PAGE 01. ROGER OLLENEURG /ARCHITECT 515 118th Avenue NE, Suite 202 Bell.vuv, Washington 98004 • Telephone 208 451-1232 RECEIVED Fax 206 451.1841 rogeroanwlink.com . MAY - 2 1996 • May 1, 1998 TUKWILQ PUBLIC WORKS MEMORANDUM TO: AGRA Earth and Environmental Attn.: Mr. Tim Hyden RE: Tukwila New Chevron Testing and Special Inspection Services AGRA Earth and Environmental has been designated to perform testing and inspection services as required by the City of Tukwila. For the services you perform as required by the building permit, please invoice directly to the owner. Copies of reports for all your testing and special inspection services should be sent to City of Tukwila, myself, Lee Morse General contractor, Inc (general contractor), and the following: Owner: Mr. Raj Sandhu 2023 217th Place NE Redmond, WA 98053 624 -2697 Building Structural Engineer: Raman Associates 5220 Roosevelt Way. NE Seattle, WA 98105 522 -0084 Canopy Structural Engineer: KCM, Inc. 1917 First Avenue Seattle, WA 98101 443 -3562 LiI _,A. Rog r 011enburg • Sent by FAX C: Mr. Raj Sandhu City of Tukwila 1 RECEIVED • MAY 0 2 1996 • COMMUNITY DEVELOPMENT c-. \. R O B E R T \ 1 11. IIXX) \I)k10\ 811101m, 110 SI)l'111 IItl1F:1.»Ik1:1:I `1.1.( 1 1 r 1 1 • SIk11CM:S tk)I SECO \I) •11F: \I I 51 I'IV.101 I I ;IJR1 tilt Mk F.,111SIII \term 98101 IIn\UL111 .11111111 !Xilu1 rElk:Plll) \F ;.(21X9021.11119 '11•:LF.11Iu I: dil0 7t.t•Ig1V9 A S S O C I A T E S f \ \:(2041) 621.97.10 11\: (81101 11142011 III \SI I.TI \li F: \t:I \M'M.KS October 25, 1995 RECEIVED CITY OF TUKWILA OCT 2 6 1595 Roger 011enburg /Architect PERMIT CENTER 515 116th Avenue NE, Suite 202 Bellevue, WA 98004 Attention: Mr. 011enburg - 1 S oa%Li Regarding: 95 -T -21 (Tukwila Chevron - Store) RFA #95102 -21 Dear Mr. 011enburg: 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). We have no additional comments. We have forwarded the drawings and calculations to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer of Raman Associates. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. y al Kol d 4/1-74/C-. CLK:2 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t21 ^2.doc • • n;•'::i.:::s'„<'. sP.h';, l r ;:" , ': " ?r,rE;St!i;sa;.`S'rr "tt:;h. i�.::., x.,�w��%t „k XSCer +:ur...;�ti.'sdre,•,rsv;r.'1;Y %7s�?'„;:atirn,r�: nu r, isvAPna or,mKxraent 7irwittgxw:et:±.us,.•^XMPOW : e+. •h:,ORVIIPIM.r ; rn 10: A'+!= 4. 0M?••E'ArrTg'tic'47C: ^:'. J,��1117,. Wq 4; ,., ..., • City of Tukwila John W. Rants, Mayor N �ti n � a ' �2 % Fire Department Thomas P. Keefe, Fire Chief • 1908 • September 28, 1995 Fire Department Review Control #B95 -0284 (512) Re: Tukwila Chevron - 10805 East Marginal Way South (convenience store) 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 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose” (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 : ;Y...c..,;t.yWMi 4uY,4Lv /Mt'`,.7i+li'tN?Y?f „P A.V..W mar.1 15,Yrad Ictt<ti?Mill*„,.rtaIvn r ..;: �x «: .0.k 3"•t;_ ° i; 011 's�, I.V eIVIM t 4V. tS: sfig1 tQAtp'"?rAtfTlt'ftt,tw k / 04,1 . � � ��•' , Cit of ?'u &;�vila ( �� Y f John W. Rants, Mayor �� ; '; . Fire Department Thomas P. Keefe, Fire Chief 1908 Page number 2 company or person performing the service. (NFPA 10, 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) 2. 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. 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 not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 .,: - .:v:, ,,.' r - r1• z . +r, a . inn. • r . kkl' -+i•a ;01 ±vMr *t 5. !4. r�„,y.,. 1 ?c'r•t. 1' �. �e :. �` 4A!' +7 . .... ., .Ya:I.. a "'.'"'S2 "`:fi'e .. .....": ti::,,,. isi+: t; �s•..:..:. :,.. df: jt., tt..,. i:. �r. wi::, �.;% i` i;: f. 1; �::. Sos" ii,: 9':: u.,. ^i:atr..., #tl:X.:q % "n�.9'i..,.. , ??htC�:.fic ,e.7 cvC,'s�""YE I�P+S"�.. F`.�lF ?',:sF.b+k':'M1C1S:.. ,JtC'�:R.r...:Z3? ,S.'i�T.t. .. .�"t'`� °in�rs?C... b... Fn Y +..r...,�, r.r >.s ...'��.. .., t4^`..... .• 1� L.A, • IA `c(1 . ; O .. .,q v ,.� f 2 City of Tukwila John W. Rants, Mayor 1119' .t CP ka. ; Q��: f Fire Department Thomas P. Keefe, Fire Chief '� • 7908 Page number 3 3. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City 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) Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 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. (NFPA 72 (7 -3.2, 7- 3.2.1)) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 nutiitladlatn46701.14taittftratV4100413VOMMAla ss...:.s . - . ... i tAksiY !'MYtturzo C mwelCw%65 ' m r.:..n. a ...., ...::v l+K... yu>. 4.'�R `Cr Cy ,. �-�, s City of Tukwila John W. Rants, Mayor tr Fire Department Thomas P. Keefe, Fire Chief 1908 Page number 4 Yours truly, The Tukwila Fire Prevention Bureau • cc: T.F.D. file ncd • Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fay (206) 5754439 • • • .., a .., r ... ... ... .. _.< ... S. (f. ,.. , -t F. ., ,... ... ., :..a ,. ^••;kS ... ...... .. . .,, ,.. g" "f: 1 S: .. .. .5 7} :ht'. : .: o(. "> ^... 'SP• ^. .. . ".:'Y✓ -�'. } .r i .l'1 .. i') ,.. . R U B E R T 1 I'NIWESSN1\ 11, WOO \0911 \' RI 11,1: \(; 111'1519'1111111T11. SUM l . 1 sI \ICF,S BIN SECOND \1F; \l t: 11 IIF 'L11211.21: I+ \. / ` J\ ) 1 / 1 I 1/ I l , CIIRPCN 1111\ SF:�Tt'I,F;. R 1111 \111\ 901111 II(1 \111.1 II ,11111 111 1RI,KP11I \K: 121)1, 621.180,1 1114: \I:: OIut id:bfi11N ,\ S S fl C I A T E S F\\: (2061021.9740 F'•11 1111111311.221Nt :1 \til I.1I \1; F: \(;1 \F:F :H1 September 27, 1995 Roger 011enburg /Architect 515 - 116th Avenue NE, Suite 202 Bellevue, WA 98004 Attention: Mr. 011enburg Regarding: 95 -T -21 (Tukwila Chevron - Store) RFA #95102 -21 ber3 - 02SL( Dear Mr. 011enburg: 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).. Our comments follow: . 1. Special inspection is required for concrete per Section 1701.5• Item 1. 2. All welding must be performed by WABO certified welders. Revise the Structural Notes. 3. Page 2 of the calculations refers to calculations from another project for the sizing of beams. Include this information for our review. 4. Detail E /S -2 appears to show anchorage of the CMU wall to the diaphragm; however, we do not find this element called out. Provide calculations showing adequacy and clarify the drawings to show compliance with Section 1611. Please note that the wall must be designed to resist bending between anchors where the anchor spacing exceeds 4 feet. 5. A collector member needs to be provided and connections detailed to show how drag forces are being transferred into the 20' shear wall along Grid 1. Provide supporting calculations. If it is intended to use the double top plate check adequacy and clarify how forces are transferred into the shear wall (i.e. provide additional . nailing). Please clarify the note (and its purpose) in Detail D /S -2 that calls for 1 - 3/4" diameter bolt each end. 6. Provide calculations. showing how lateral forces are transferred at the step in the diaphragm, as shown in Section H /S -3. What is preventing the transfer of lateral forces into the stud wall along Grid 2? f'.: E: '1 r :. ,:) t• I . �f.. i.7 " ' Z,fEL'[ PMLI ) a • • ''00:Ve' 212 0402W it 0.10, ftli OY �t i t sam :ors 2r r spa x otte am v rate-eigortmwriic k scsts s at011111triOtat.iroaf + tcatis • September 27, 1995 Tukwila Chevron - Store Page. Two Please forward a copy of this letter to the structural engineer of Raman Associates and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry al Kolke *‘4°11— CLK:1 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t21 ' 1.doc RECEIVED OCT €l 4 1995 COMMU %DL;VELOPMENT ,. C�. C i !if � ``� % City of Tali, iN Z la John W. Rants Mayor P r . i (1).° 46: > Department of Community Development Steve Lancaster, Director 1908 September 19, 1995 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: Tukwila Chevron (Store) 95 -T -21: (B95 -0284) Please do structural review per U.B.C., 1994 Edition. Sincerely, Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fad. (206) 431-3665 � llCti �h't Rii1nA 4 f+l f t(N:141'RY�4174Y, • �; e ❑ ..CERTIFICATE OF SEWER AVAILABILITY • ❑ CERTIFICATE OF SEWER NON - AVAILABILITY f Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision fl Rezone or Other Proposed Use: [l Residential S.F.. ❑ Mul i tFami ly Ea Commercial ❑ Other • APPLICANTS NAME kkAde4 S4 idac.. . PROPERTY ADDRESS OR APPROXIMATE LOCATION /OPO5 GOAy .s LEGAL J DESCRIPTION A rrAe.NEia (Attach map & legal description if necessary) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ SEWEi3.. AGENCY INFORMATION • 1. a.I.A Sewer service will be provided by side sewer connection only to an existing 2." size sewer3 U feet from the site and the sewer system has the capacity to serve the proposed use. OR —1 b.1_ I Sewer service will require an improvement to the sewer system of: Li (1) feet of sewer trunk or lateral to reach the s i t e ; and /or 11 (2) the construction of a collection system on the site; acid /or • • I I (3) other (describe) 2. (Must be completed if 1.b above is checked) a.l� The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b.� The sewer system improvement will require a sewer comprehensive plan amendment. 3. a.1 j The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district b.L or ity. OR Anne or BRB approval will be necessary to provide service. 4. Service is subject to the following: • a. District Connection Charges due prior to connection: GFC _ • LFC UNIT TOTAL (Sub.ject to change on January 1st) METRO Capacity Charge $750 billed by METRO after connection to sewer system. b. Easement(s): Required Maybe Required c. Other: 1 hereby certify that the above sewer agency information is true. This certification shall he valid for one year from date of signature. VAL VUE SEWER DISTRICT ,/,i9sPAMIN! . e -qs M ager T. J. Matelich or Date • • • • LEGAL DESCRIPTION AN UNDIVIDED ONE-THIRD INTEREST IN THE FOLLOWING DESCRIBED' •PROPERTY: THAT PORTION OF GOVERNMENT LOT 10, SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W,M., IN KING COUNTY, WASHINGTON AND OF THE WEST HA THE SOUTHWEST QUARTER 'OF SECTION 3 OF SAID TOWNSHIP AND RANGE LYING LF OF BETWEEN THE WESTERLY MARGIN OF EAST MARGINAL WAY AND THE EAS'T'ERLY MARGIN OF PACIFIC HIGHWAY SOUTH, DESCRIBED S AS FOLLOWS: BEGINNING AT APO= ON THE WESTERL`' MARGIN OF EAST MARGINAL WAY, SAID POINT BEING NORTH 17 ° 20'00" WEST 1155.44 FEET MEASURED ALONG SAID MARGIN, FROM THE SOUTH LINE OF SAID SECTION 3 ;.THENCE SOUTH 84 "43'30" WEST ALONG SAID MARGIN 30.68 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 17'20' W ST ALONG SAID WEST MARGIN 243.58 FEET; THENCE NORTH 82'24'36" WEST ALONG SAID WEST MARGIN 31.00 FEET TO THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH; THENCE " . SOUTH 18'27' WEST ALONG THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH 267.74 FEET TO THE SOUTH LINE OF A TRACT OF LAND CONVEYED TO CESA.R TRAVERSO BY INTSTRUMENT RECORDED UNDER RECORDING NO, 267639'6; THENCE NORTH 84'43'30" EAST ALONG SAID SOUTH LINE 188.83 FEET TO THE TRUE POINT OF BEGINNING AND •Cx nal AIL AEI' 2- QUIRE TIT Z OF LESSOR . SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON, • 4 • RT1ONS OF GOVERNMENT LOT 10, SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON D OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 3 OF SAID TOWNSHIP AND . RANGE LYING. BETWEEN THE :STERLY MARGIN OF EAST MARGINAL WAY AND THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH, DESCRIBED AS FOLLOWS GINNING AT A POINT ON THE WESTERLY MARGIN OF EAST MARGINAL WAY, SAID POINT BEING NORTH 1720'00" WEST 55.44 FEET MEASURED ALONG SAID MARGIN, FROM THE SOUTH UNE OF SAID SECTION 3; THENCE SOUTH 84'43'30" WEST DNG SAID MARGIN 30,68 FEET TO THE TRUE POINT OF BEGINNING OF THESE DESCRIPTIONS. - THENCE NORTH 84'43'30" EAST, A DISTANCE OF 32,20 FEET; THENCE NORTH 1720'00" WEST, A = -"'" STANCE OF 117.00 FEET; THENCE NORTH 19'30'00" WEST, A DISTANCE OF 109.67 FEET; THENCE NORTH 0..4'24'31" WEST, TANCE OF 36.13 FEET; THENCE SOUTH 1720'00` EAST, A DISTANCE OF 232.56 ELL' TO THE TRUE POINT OF BEGINNING. , is; THENCE NORTH 1720'00" WEST. A DISTANCE OF 232.56 f-EEI TO THE BEGINNING OF THE DEDICATED_ RTION: THENCE NORTH 17'20'00" WEST, A DISTANCE OF 11.02 FEET; THENCE NORTH 8424'3B" WEST, A DISTANCE OF .00 FEET: THENCE SOUTH 18'27'OD" WEST, A DISTANCE OF 10.18 FEET; THENCE SOUTH 84 EAST, A DISTANCE 37.56 FEET TO THE BEGINNING OF THE DEDICATED PORTION. . SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON • • • • ..._............ iw •R rA u, a MM1 n , NI MU. n.. w... unr..., wn•.. awu. w++ rwMw.... r» ..... uv. r•, wn.. m»...m.+.,rw......non .....w�... ....w................. .... ..._......w«....ir..........�� r LEGAL DESCRIPTION . AN UNDIVIDED ONE-THIRD INTEREST IN THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF GOVERNMENT LOT 10, SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON AND OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 3 OF SAID TOWNSHIP AND RANGE LYING BETWEEN THE WESTERLY MARGIN OF EAST MARGINAL WAY AND THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH, DESCR.IBEDTAS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY MARGIN OF EAST MARGINAL WAY, SAID POINT BEING NORTH 17'20'00" WEST 1155.44 FEET. MEASURED ALONG SAID MARGIN, FROM THE SOUTH LINE OF SAID SECTION 3 ;. THENCE SOUTH 84'43'30" WEST ALONG SAID MARGIN 30.68 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 17'20' IMZST ALONG SAID WEST MARGIN 243.58 FEET; THENCE NORTH 82'24'36" WEST ALONG SAID WEST MARGIN 31.00 FEET TO THE EASTERLY MARGIN OF PACIFIC. HIGHWAY SOUTH; THENCE SOUTH 18'27' WEST ALONG THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH 267.74 FEET TO THE SOUTH LINE OF A TRACT OF LAND CONVEYED TO CESAR TRAVERSO BY INTSTRUMENT RECORDED UNDER RECORDING NO, 2676396; THENCE NORTH 84'43'30" EAST ALONG SAID SOUTH LINE 188.83 FEET TO THE TRUE POINT OF BEGINNING J. pccs'I1;3ER wrrn ALL AFTER- ACDuIRM TrILE of LESSOR. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PORTIONS OF GOVERNMENT LOT 10, SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON AND OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 3 OF SAID TOWNSHIP AND RANGE LYING BETWEEN THE WESTERLY MARGIN OF EAST MARGINAL WAY AND THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH, DESCRIBED AS FOLLOWS BEGINNING AT A POINT ON THE WESTERLY MARGIN OF EAST MARGINAL WAY, SAID POINT BEING NORTH 17'20'00" WEST 1155,44 FEET MEASURED ALONG SAID MARGIN, FROM THE SOUTH UNE OF SAID SECTION 3; THENCE SOUTH 84'43'30' WEST ALONG SAID MARGIN 30.68 FEET TO THE TRUE POINT OF BEGINNING OF THESE DESCRIPTIONS. PLUS; THENCE NORTH 84'43'30" EAST, A DISTANCE OF 32.20 FEET; THENCE NORTH 17'20'00" WEST, A DISTANCE OF 117.00 FEET; THENCE NORTH 19•30'0' WEST, A DISTANCE OF 109.67 FEET; THENCE NORTH 84'24'38" WEST, DISTANCE OF 30.13 FEET; THENCE SOUTH 1720'00" EAST, A DISTANCE OF 232.56 FEET TO THE TRUE POINT OF BEGINNING, LUS; THENCE NORTH 1720'00" WEST, A DISTANCE OF 232.56 FEET TO THE BEGINNING OF THE DEDICATED PORTION: THENCE NORTH 17'20'00' WEST, A DISTANCE OF 11.02 FEET; THENCE NORTH 84'24'3T WEST, A DISTANCE OF 31,00 FEET; THENCE SOUTH 18'27'00" WEST, A DISTANCE OF 10.18 FEET; THENCE SOUTH 8424'38" EAST, A DISTANCE OF 37,56 FEET TO THE BEGINNING OF THE DEDICATED PORTION. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON TAX ACCOUNT NO, 032304 -9064 tf b?TDI oN YL 15 PV co i,/c I . VLE6E RECEIVED CITY OF TUKWILA Rt�F "TO T1415 5g561: SEP Q 1 1993 Nels 002 PERMIT CENTER • • CITY OF TUKWILA Id: ACTP135 Keyword: UACT User: 1636 04/27/96 Activity Maintenance - Fee Summary. Permit No: PW95 -0293 Tenant: TUKWILA CHEVRON Status: APPROVED Address: 10805 EAST MARGINAL WY S eeaeaeeaeaeaeeeae8eeeeaeeeeeeeeaaaeeeeeeeeeae8eaeeeeeaeeeeeeeeeeaaeeeeaeee8Ceee£ 0 Calculated Fees: 25.00 Total Fees: 2,025.000 0 Additional Fees: 2,000.00 Payments: 2,025.000 0 Total Fees: 2,025.00 Balance: .000 aeeeeeeeeeea€ e OaaaddcTransaction Typeflaaaaa o 1 Pay Full Balance ° o 2 Partial Payment ° o 3 Pay Specific Fee(s) ° o 4 Assess an Additional Fee ° o 5 Display Fee Item List ° o 6 Display Payment History ° o 7 Display Additional Fees ° o 8 Redistribute Overpayments° o 9 Reprint Receipt ° o V Void a Payment ° Aaaaaaaaaaaaaaaaaaaaaaaaaaaaai Press 1 - 9 or V, <ESC >Exit, <F1 >Help de �L)i14 dz. L � D r b&eS7 _ : - 1 • . - - . - - . . - - . . • �,- ...... n ...,.:.. . r. n... a,. rv.. ft�.• .�++furor+bn•y:tnxw.w.pvw.aw.ar+ native•• rf! aIw•.. rwwuaa r.+ ea. weaYwrrn+> VC• uno+ n..+.. o.. rf.,. w. w... n...• r. w .:a�.rewn..wwHh.a.rw.r•........ �MM- anNwr� •H..w.e- wY+Ye+¢bttA•r+MrtMb' Mil" FN' ERIA! MH/ dAAYSUMtaYSr/, HC Y4wMN9tl10.W1L' ON'! 0 .' Nfif�`XU+Ni.:eU.t v•r 1 - 800 - 241 - 8280 (206) 922-2000 D,A C'►.RTMF,NT FAX (206) 926 -8787 OF LABOR & INDUSTRIES CONTRACTOR' S REGISTRATION • • . i., . ' .. ..l'• -t. :'i. 1., : , :;n,,i'I:d,,,.,,: ,,f:ri:'r.1. \ r 1 . ii a .. • ,,,\i==\ \:M„:\ \jHy • DEPARTMENT OF L./1DOR AND INDUSTRIES 11115 ormiriEs Ilya ii Ir r'rnt;riw NAMED 111=1rnN Is 11I GIS1r:nr;n AS r1novinin BY LAW AS A • fir.• ' ...y rl . 1 1 1 1 ' i. l ,i „ %j:: r 1lr r1. rfI\I3 i , C•I:ii\I 1. r �.fi �Z.r\L "'.. j! 48;.;'1:,!4.;; :; , . .�.-.L . •..'. '.:.',. . ^ u:: ..:.f.f.•.�... ..r » ' ..::::C_w:.::i.L1;;. : : . '. 1 1 ..1 . t, i .,iih I;1 A, I )f)ihneprti'; 1; : " i'"� ; '.i•,rxi'nAi'siu )JI('..i ,•;,,;,•- :7 ..G ,'. ( };�,';'P� ''I; al.. *( :.i''. 'I f 1Y,I /7:ri; t!,∎;' .:;•; . ', '1 r !'.I: .,.si','' )a 1 T'..r C f ' STATF. WASHINGTON ,� ' ;c, i a :i f ' "� c• ' .1.,1U, bV..�Ih,. '',•. - rr.' .(i: li'Ir,Ir.•, ; : t i l;in' .,1/1? ;300: o;.t; , rnOs.oro.nnn 1a4121 • :, r,ar•...r t�•rn:ss r t:.rrl r.lc::r,o.ssr: rrr r-. .rs r: • r1:11 rr• mrr r ...,...... _.._...... , _...... .........._..... ...... . ..... ..... . ... ._... .. ............ ..._ -. CONTRACTOR'S LICENSE #: LEEMOGC231B1 EFFECTIVE DATE: 1/21/77 .EXPIRATION DATE: 1/6/97 LEE MORSE GENERAL CONTRACTOR, INC. . 1401 52ND AVENUE EAST FIFE WA 98424 -1221 State of Washington County of PIERCE I certify that this'is a true and correct copy of a document in the possession of Lee Morse General Contractor, Inc. as of this date: Dated: 7/5/94' . • Ma t aitee Reed /Ad inistr. Assistant My appointment �} expires 6 1 /'7 "7 . . . .... ,..,..,,,....,,,, . .,,,,, .. ... , . 1 , . ..:,, . . " .. , • • • • RECEIVED CITRECEIVED Kw►u► Q 3 , , ,JUL 19 JUL J U L- 3 1996 • ' TUKWILA PERMIT CENTER . PUBLIC WORKS • • ... �.,• r., , ,. i+4Y.. ..Y:fr'i�r.11.L<t ^')J. • • . �•!v.•;iF.nxMw�!.N+ihl':AVVr.. xt•.FVw,uiW'IMa : "�J m. n +yx•�rYn ml.r z. 7'.'; Nl�`::; j.* f�' KyV 'Yk r".£V)'r:.:'•j$�:4`,. -. APR 15 '96 12:47 r''. — ,P . 2 1400 -241 -8280 '(206) 922-20q0 . • ' , FAX (206) 926 -8787 DEPARTME . . . OF ' • LABOR & INDUSTRIES . • CONTRACTOR'S REGISTRATION . : :hYt ."..151F1V .. �Sn \ , y .• •.�,..„ •.. `. . • "� ♦ a ., , N , - \ . .•... • r ._ . . •..w� . n , wr. 1 DEPARTMENT OF LABOR AND INDUSTRIES 4 THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ' .� }'A� S ' •tf7dni t • ^ { 1 , i S. ?�. il � tY!tslt':i;C� . .ij i !:tirl t t' •• y!...! 1 i11�r '%j "`/�' / • � r � E ' . '� l j y �'• :i Erryk: 7� '�'If• � '. . ,. ;}� i ! • •.'�j ,..(�� � N 4d•., y • �yjq;$`. 4 e* " s�Tgj� t iblf t��M�Ei+:` :s l� ' ;C!% i '�'�I tokii.J ! li ' 1 1 , 0 � `'.` ∎ , ,wo 0 "6 l j ' `f,, ; k' o ,...: ` ft STATE OF WA ,fit t' „' ' dPrf :� f4 ° j d e i� ' S N ro� ,, ' ♦ f 4� �! {'' i 1 y . 'Ci'�. �tti h '�'af A in * p�;, j•� }• .�e.�.,��1 14.y L, may, .. f ^ Y � .e ., 0 4 i A f Y; S� a3F�' C e ria lll.4V: `M'' .',/. [ l ij l�ai gr,, t tiff , N f . < , r . t7 •'. i I‘ � 'c . ��,., YYYYY P 7�: { A � r , i, , i i,, , r•: 4..t :. , cr. i .,r ; .p i ely . 4. a r :I•,' [ s, r F X F` � l A t,:. 9H,4_'� ^� }d p:..i. ..< es;' .1',1474,:* 1 ,1 la. : . ' •�.'�� !tf. rtyr •', L tJV�},r. r ! f�.,• • (': i`f ^•' t t � r" r . , i.• t,).: .; iv'.:�'i�)YL' "if 7 L' • F625.052.000:(9.72 . - C- a`.�1 .7- AN, y. -- �Z Y _ s.axa w- 1;#4.0 7.iiS.� ,4 _ u - 1 CONTRACTOR' S LICENSE #: LEEMOG C231E 1 EFFECTIVE DATE: 1/21/77 . ` . EXPIRATION DATE: ' 1/6/97 • LEE MORSE GENERAL CONTRACTOR, INC. 1401 52ND AVENUE EAST ' • • FIFE, WA 98424-1221 ' • • : RE EIVED APR 1. 5 , • PUBLIC wo Vicinity Map Project Information SEPARATE PERMIT • Legal Description TUKWILA CHEVRON u E / QUIRED FOR: AMD O OF GOVERNMENT LOT 1 SECTION 4, TOWNSHIP 2E3 NORTH, RANGE 4 SAS, W.M., IN KING COUNTY, WASHINGTON LOCATION: TUKWILA E MECHANICAL Af'D OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 3 OF STUD TOWNSHIP AND R KING LYING BETWEEN THE 70805 EAST MARGINAL WAY SOUTH m 1{ WESTERLY MARGIN OF EAST MARGINAL WAY AND THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH, DESCRIBED AS FOLLOWS: AT PACIFIC HIGHWAY SOUTH AND NEW SERVICE STATION UELECTRICAL BOEING ACCESS ROAD BEGINNING AT A POINT ON THE WESTERLY MARGIN OF EAST MARGINAL WAY, SAD POINT BEING NORTH 1720'00" WEST tPLUMBING BOEING ACCESS RD CONTACT PERSON: ROGER OLLENBURG � 1155.44 FEET MEASURED ALONG SAID MARGIN, FROM THE SOUTH UNE OF SAID SECTION 3; THENCE SOUTH 84'43'30" WEST ZONING: M2 -L 10805 EAST MARGINAL WAY BOUT IJ C .AS PIPING ALONG SAD MARGIN 30.68 FEET To THE TRUE H BEGINNING 36 THESE 56R T BUILDING CODE: UBC 1994 C:"! CF TUKWILA THENCE NORTH 1720'00" WEST 232.56 FEET; THENCE N E NORTH 82'242'24'3G WEST 37.7. FEET; 56 FEET; THENCE SOUTH 1827'00" WEST BuiLtiiVG DIVISION ALONG THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH 257,56 FEET TO THE SOUTH LINE OF A TRACT OF LAND CONVEYED OCCUPANCY CLASSIFICATIONS TO CESAR TRAVERS° BY INSTRUMENT RECORDED UNDER RECORDING Na 2676396; THENCE NORTH 84'43'30" EAST ALONG Z CONVENIENCE STORE: M TUKWILA, WASHINGTON SAID SOUTH LINE 188,83 FEET TO THE TRUE POINT OF BEGINNING; O CAR WASH: B SERVICE STATION: S -3 TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY: $ . SITE 'a' CONSTRUCTION TYPES THENCE NORTH 84'43'30" EAST FROM THE TRUE POINT OF BEGINNING, 32.20 FEET; THENCE NORTH 1720'00" WEST, A " ; CONVENIENCE STORE: V -N ,, DISTANCE OF 117.00 FEET; THENCE NORTH 19'30'00" WEST, A DISTANCE OF 109.67 FEET; THENCE NORTH 84'24'38" WEST, A O s CAR WASH: V -N DISTANCE OF 3013 FEET; THENCE SOUTH 1720'00" EAST, A DISTANCE OF 232.56 FEET TO THE TRUE POINT OF BEGINNING. S 9 p GAS CANOPY: V -N Chevron FILE COPY ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON TAX ACCOUNT NO. 032304 -9064 O Z SEISMIC ZONE: 3 I understand that the Plan Check approvals ors 4 < " - s I 1,,., 5 6 t 1 T +C 1t i' subject to errors and omissions end approval of o Scope of Work V BUILDING AREAS: - 1 z *. CONVENIENCE STORE: 3,248 50 FT 0 04 BO 01�81,83111)J'K0J T,1 eL 10� E7(I PO,KRI, ' .LI plane does not outodes t s *talon of any CAR WASH: 1,050 50 FT I B G)I atopted code or came& rYONPt of eonbaotcee GAS CANOPY: 3,712 SO FT (0`)n 111 @0 L�A'o d C 9EsDDtC3I. , of approved pen BEttIEBBtE0s4 CONSTRUCTION OF A NFW SERVICE STATION FACILITY INCI UWING THE F011 OWING: TOTAL SITE AREA 33,511 SO FT ' ---- Z 1 -J- $-, e1/ _7 H V 1. COMMERCIAL BUILDING CONTAINING A CONVENIENCE STORE l PARKING SPACES i6 lo- LJJ Uft'Ilq�Y3T t�)ZAI3EVEU ,1) al ll't( ht)3 /HI t D 9 2. CAR WASH BUILDING. 3.248 ® 1/300 = 10.82 a), . - ty I_ I ellnt )s),,� o)UA . HCCI t 6Uat�,RI. dsjc(a) Bt,0,) MB 3--2-2-f C 3. FUELING AREA WITH 6 DISPENSERS AND AN OVERHEAD CANOPY. G g rt-- 1,050 © 1/1000 = 1.05 T c ) t I s Y tsl i }o 1x77 V I �EIoS tn,!/Xe3 f . 6C1.5c / 4. INSTALLATION OF THREE (3) UNDERGROUND FUEL STORAGE TANKS AND ACCESSORIES. A FULL SIZE STRIPED: 11.87 r , ,T', n7 I I , 1 „I,; ,d I:n 'LI y€ ) ,:1u 1 } A", Po ,Q rmR No. 1 '`T ( r" 'C"i 5. LANDSCAPING. N ; HC ACCESSIBLE: -1 6. STORM WATER SYSTEM. SANITARY AND WATER CONNECTIONS, W 13 7. ASPHALT PAVING CIRCULATION AND PARKING AREAS. J A E REVISIONS Owner Drawing Index NO C SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR These plans have been reviewed by the Publf6 y., N PRADEEP SANDHU GENERAL APPROVAL OF TUKWILA BUILDING DIVISION. Works Depart lent for co fo n o with current O 0 2023 217TH PLACE NE NOTE: REVISIONS TU WILL ADDITIONAL NEW REVIEW AL City standards. Accep,aic 1 errors 4) N 1 COVER SHEET, PROJECT INFORMAT IAN FFEa. h. and omissions which do ncl au. ,, vc. r 0 REDMOND, WASHINGTON 98053 L -1 PLANTING PLAN AND DETAILS adopted standards orordlnan::cs - l::.errrslolety 1 09 PHONE 206 624-2697 POLE, BASE PLATE. for the adequacy of the design rest:: totally with O 0 E -S ELECTRICAL SITE PLAN ANCHOR BOLTS, for designer. Additions, deletions orrevlsionsto ` n „ FAX 206 624 -6760 AND COVER these drawings after this date will void this co ui Mop COMMERCIAL BUILDING require B Y OWNER a cceptance a nd will re re a resubmittal of \ u o N g revised drawings for subsequent approval. A -1 FLOOR PLAN ��' 45' q W z� I � Architect A -2 BUILDING ELEVATIONS ‘ n� I� Final acceptance is subject to field inspection by m �' v 6. _l+�t -4 +1 _ GROUT PA the Public Works utilities i Spector. C N ROGER OLLENBURG /ARCHITECT A -3 BUILDING SECTIONS as, C/F Date: B ; DM v to 515 116th AVENUE NE, SUITE 202 A -4 WALL SECTIONS o _ ti- . 1- #o G® ' :41., b ' A ` 'L H1GHW I12Ig6 y u I a3 N ID BELLEVUE, WASHINGTON 98004 A -5 ROOF PLAN AND DETAILS H - 1 - " - 4 S PIRAL TIES FREESTANDING - (0 _ PHONE 206 451 -1232 A -6 CEILING PLAN \ -It I +1-1- 15' NIGH SIGN --� 9SP "H CTp. ' S CUrH 0 c m o 0 o I.49' I >s• tD nN , . FAX 206 451 -1841 A -7 WINDOW AND DOOR DETAILS -1 -4-4 -I- B- 6 VENT r t< - e ® i.- .' m - A -8 SCHEDULES & TOILET DETAILS ( I I I # 4 ' ^ AREA ro ° gzr m OC. ^ m Structural Engineer (Buildings) F -1 EQUIPMENT PLAN I PIRAL TIES - 0 ;� eqp� f 234 J N F -2 CABINETS - � -1 CC RAMAN ASSOCIATES I I I I `- ASPHALT PAVING CO-, --1 1 `e0 ,, "✓ 5220 ROOSEVELT WAY NE S -1 FOUNDATION PLAN AND DETAILS (III 111111 I- 1 -f4-1- IIIIIIIIIIIIIIIIIII © ` 4 SEATTLE, WASHINGTON 98105 S -2 ROOF FRAMING PLANS - - 1 -I- 4 111 III 3 ® CB Q / � - -- y�U7 6. PHONE 206 522 -0084 S -3 FRAMING DETAILS AND NOTES - w I I I / \� \ \ \ A • FAX 206 523 -0554 M -1 HVAC PLAN m ® `� \ \ \ ? o WHITE STRIPE S Q = f_ _ 4 X ,B' Ar ® K D EDICATED SEPARATE M -2 PLUMBING PLAN }� 1 YP icA E "TER GB ROPERT - N O ,, I 1 18" 0 CONCRETE b e V F PERMIT AND -1 -i- -I- CONCRETE S 4N = et a aZ 1-. Structural Engineer jcps canopy) APPROVAL E -1 POWER PLAN 1 1 1 1 PALM HC /' DISPENSING ■ ■ OSCA, rp I- = <i- 0 Q KCM, INC. REQUIRED E -2 LIGHTING PLAN - 1 - 4 - © �sv 60L DRIVE SLAB S�`�RATOR\ a toy, - ARC T A CO z z z E - 3 ELECTRICAL DIAGRAMS AND NOTES u WITH s4' x se' o�RSSOUN�a I II I/ a ay o 1917 FIRST AVENUE - + t -I- He SIGN 0 CO CANOPY ABOVE , UEL ssreARE- A - I W - = SEATTLE, WASHINGTON 98101 CAR WASH BUILDING 1 1 1 1 SEE NOTES ; f PANT 'rIPES �° \ A CR�ETEg J 1 , w� FIRE V o � w ? PHONE 206 443 -3562 CW1 FLOOR PLANS AND ELEVATIONS ♦^ ' % - 7: - :::: - _ - .1 I . -b Hro Nr o�� F F ce FAX 206 443 -5372 CW2 SECTIONS ■ - �♦ N /�� A SPHA LT PAVING \ \ � � o , - 7: - :::: - _ - .1 3K, ASPHALT PAVING IN rlI �f I N D al W 7 CW3 SECTIONS - �) �\ "� Civil Engineer � d 8 p � CW4 STURCTURAL PLANS & DETAILS 1 ° ' \ F In m , ' /'PO LIGHT BASE 2' / co ce �� � G�mi W a FUELING FACILITY DAVID EVANS AND ASSOCIATES, INC. ® • - i l Z 415 118TH AVENUE SE G -1 FUELING FACILITY PLANS I - =1 I BELLEVUE, WASHINGTON 98005 -3553 G -2 FUELING FACILITY DETAILS I 9 WHITE STRIPE CAR WASH ti \ 1 f ' LEGEND 9' ON CENTER --' IV, project no.: PHONE 206 455 -3571 FUELING FACILITY CANOPY CONVENIENCE STORE ® TYPICAL �. es . • °" FAX 206 455 -3061 PLAN, SECTIONS AND GENERAL NOTES ® MONITORING WELL m O RA,9418 T PO TELEPHONE POLE • CB ' a- t file no: I SITE IMPROVEMENTS _ s41e -1 C -1 TE /SC PLAN PPa POWER POLE 2 0,0(,--- , ' O EY,R ® drawn by: d GUY ANCHOR I I o _ - � e R 0 / EIN C -2 GRADING AND DRAINAGE PLAN p FIRE HYORNr . . � NOS GP pE P " checked by: C -2 GRADING AND DRAINAGE DETAILS �� ® d ' R o WV WATER SE date: REFERENCE DOCUMENT ssMHO MANHOLE-SEWER ECY LOADING "� ® 8/31 /95 NOTES: SURVEY DRAWING SMHO MANHOLE -STORM TNpWA CO _ . ® N revisions: TEL MHO MANHOLE- TELEPHONE r . \ O 1l /14/es 1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY 4. HC ACCESSIBLE SIGN SHALL BE AS FOLLOWS: ® FOUND IRON PIPE n I Ay 1 , J" TC AREA INDICATES SITE PLAN 12 ABOVE THE ' REMAIN PROTECT PLAC E ANY SUCH IMPROVEMENTS P OR STR CTURES DAMAGED BY PARKING SUR ACOE, POST THE E HEAD OF S PARING " SPACE. � SIGN SHALL x FOUND LEAD AND TACK w T, u \ W "" SU pP � t t° N ' ° VA A I ED PROPER ` . \A . 1' = 20' 03/09/e9. THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS AND THE PHRASE WATER METER b S a ; y� . - " J 0 ` I) 1 ® W SATISFACTORY TO ME OWNER AT THE EXPENSE OF THE CONTRACTOR. STATE DISABLED PARKING PERMIT REQUIRED ". BELOW INTERNATIONAL ,,I f� ` 5 6 d' lb' 2b' 3h' 4 ' SYMBOL SIGN MOUNT SIGN WITH THE PHRASE "VAN ACCESSIBLE". ® CATCH BASIN ,' 0 ww`� P � - ` i'l r IQ 2. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE ALL OVERHEAD AND • BOLLARD � N `"`I CITY OF TUKWILA W 3 4' IRRIGATION METER & DCVA 35' C7 UNDERGROUND INTERFERENCES WHICH MAY AFFECT HIS OPERATION DURING 5. RAMPS SHALL BE AS FOLLOWS: / . A p , R APPROVED CONSTRUCTION, AND SHALL TAKE ALL NECESSARY PERCAUTI TO AVOID DAMAGE MAX SLOPE = 1:12 t OH OVERHEAD NEW 1 1/2 WATER METER PSI PtA MAR 2 0 1 996 TO THE SAME THE CONTRACTOR SHALL USE EXTREME CAUTION ION WHEN WORKING MAX LENGTH = 6' NEAR OVERHEAD OR UNDERGROUND POWER AND /OR TELEPHONE FACILITIES TO MAX RISE = 6" ■ l SAFELY PROTECT ALL PERSONNEL MID EQUIPMENT. THE CONTRACTOR SHALL BE WIDTH 44" UG UNDERGROUND - AS NU ItU RESPONSIBLE FOR ALL COSTS AND LIABILITY IN CONNECTION THEREWITH. WITH DIAMOND PATTERN TACTILE SURFACE i� j6. ELEVATIONS DING DIVISION COO CLEAN OUT RECEIVED © loos 3. LOCATION OF UNDERGROUND UTILIDES SHOWN ON THESE DRAWINGS WERE ROGER OLLENWRG OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NEITHER THE OWNER, RDO ROOF DRAIN MAR 06 THE ARCHITECT NOR ME ENGINEER ASSUME ANY RESPONSIBILITY FOR UTILOTES 1996 OR STRUCTURES NOT SHOWN OR NOT IN THE LOCATION SHOWN IN THESE , • DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TUKWILA sheet: of TO PROTECT THE UTILITY UNES SHOWN, AND ANY OTHER LINES NOT OF PUBLIC WOR1fS �/ RECORD OR NOT SHOWN ON THESE DRAWINGS. EXISTING UTILITIES ARE LOCATED /� p 1 1 SHOULD BE USED BIIDDNG URPO ES ONLY, THE CONTRACTOR ND ® CALL LLD E F O R iE Y ®U ®I 1-800-424-5555 1 it I I I F n . I I P I 111 1 111 1IT T ( I I'7 �F I I L I T f VI I I IT m UFFP1 TI I P71 111 f ' I r * q IT - = w ;;;,.T,' ... . . I ,1 T r c T urrnn Mvn nMIIM r c I p PLANTING NOTES: PLANT SCHEDULE 1. SPREAD SOILMIX TO DEPTH OF THREE INCHES (3') OVER ALL PLANTING AREAS SYMBC:- BOTANICAL NAME COMMON NAME SPACING SIZE OTY AND TILL INTO EXISTING SOIL. SPREAD ADDITIONAL THREE INCHES (3 ") AFTER TILLING. ' 2. PLANT ALL SHRUBS AND GROUNDCOVERS WITH MINIMUM SIX INCHES (6") SOILMIX Z < . � AROUND ROOT BALL. ACER RUBRUM 2" CAL x < 3. COVERALL PLANTED BEDS WITH TWO TO THREE INCHES 2-3) OF FINE BARK MULCH " " � O ( RED SUNSET RED SUNSET MAPLE PER PLAN k � . "" TRIM 6' 12 X � OR FERTILE MULCH. ��. X y 4. SEE DETAILS FOR SHRUB AND GROUND COVER SPACING. �'< X A B EUONYMUS AIATUS DWARF BUSH ` INSTALL THROUGHOUT A COMPLETE UNDERGROUND IRRIGATION SYSTEM WITH POPUP HEADS. 4' O.C• 18 " -21" 54 COMPACTUS BURNING ` w H. ALL PLANT MATERIALS SHALL BE NURSERY GROWN AND CONFORM TO THE LATEST , � �� EDITION OF THE AMERICAN STANDARDS FOR NURSERY STOCK". ,"'�. VIBURNUM DAVIDI VIBURNUM DAVIDI 3' O.C. 18 -24' 4B ii ygqwpp Q� HT N SPREAD O �k y 'V 3,'ThlEir� 1� \ ® PRUNUS L. OTTO LUKE'" OTiO LUKEN 3' LAUREL O.C. 13 " -18" 45 \ \ © ERICA CARNEA MED PINK' MED PINK HEATHER 2' O.C. 1 GAL 6 � �� ERICA CARNEA f~ \ SPRINGWOOD' WHITE HEATHER 2' O.C. 1 GAL 8 \ �ppp•••���,,pp� 2 ! K ARCTOSTAPHYLOS KINNICKINNICK / _ 2' O.C. 1 GAL AS REO'D 01 _ \ ' ,. CKS."v UVA -URSI � W1 per' � GRASS -SEE SHEET Cl AS REO'D PAVING / /// '�\ \ \ 12•S� ° — J • \ \ \ \ \ \ O — N D J PARKING �/ f' \ \ \ \ —.--- .:` ? No I I V .. rn m a \ � Z OI I Yl � m E a � 3 S In , � TC /C \ ` m \ y o m \ i 00 0 /``� J PAVING � II � •.c. sPACwc O �m \ \ /�/ L ° / 0 1 7 fTl � II � BED LINE ♦Y N 00 \\ � \ \\ x \ "\ NN � I! z = \ \ � y �� SHRUB AND GROUND COVER SPACING DETAIL 0 'o � \ ----- \ \ � O PAVING �-� • , ` �'�' � �<,�� �' wwa� a V_ e3 z ® r � 10 CAR WASH • F � s �`� � � � a "' � x ? PROPOSED __ _ •d ® ' < �� z CONVENIENCE STORE • " � W � � z � a 11 PARKING ' �� �� x �� i a \ .- i a �. p�,��K/�X / i I 2X2 WOODEN STAKES � DRIVE TO SUFFICIENT DEPTH sa19 -u r � y y " TO SUPPORT ROOT BALL � :ARK MULCH �� � WISH GRADE R 0 / EIN ��� checked by: TOPSOIL: TX4s X_ ETLET X.Xi.iU1AiA 1/2 INERT. 1/2 NATIVE RU * 8" COMPACT LAYER OF BACKFILL date: i. J — ;_ , �h . ..' 8/31/55 1. SET CROWN AT NURSERY HEIGHT revisions: I TRASi LOADING 2. ROLL TOP 2/3 OF BURLAP AWAY FROM ROOT BALL o I 3. SCARIFY BOTTOM AND SIDES OF HOLE .-< \ > P H. DECIDUOUS TREED - CALIPER PER PLANT SCHEDULE SITE PLAN TREE PLANTING AND STAKING DETAIL cm oT TuXwILA � � ' , � r AeraoveD sheet: 30 40 of 1 20' ' ' MaR z o tsss L1 , ,.� AS ND71 -D S IN f gECEIVED ��' •� CITY OF TUKWILA BNLDING DIVI'ION SEP 0 1 1995 � l I PEflMIT CENTEq '•'k m. ......r 9: .. .. ...z. :a ._.,_ .. .:.. :... <o. >um -,.. *o"?P e"rN9�raz— ?F�9+.:+"er... °•�;+...wd'wr'arw =K _- I" I I.,'?mT IT h' Ir 111111TllIrtCrIrf�ITi�'f17 �ll` I�1' rfTIrIT1TP' fT�TThIi'IIIIIlIh1 ITfThP,i l --1, - °-- -- -. ... c,. , �,..: I I I Ta RAMP M I 2._ 12._5.. EQ EQ 4/1 O 2" space FREEZER I 1 -19 lk, \ , 2 DR ER = 8 \ dr 13 I I� o / \ m• a o IF ExI WALK -IN GAOLER E/ 4y I� 4�1 210 O 2585 ' I �. 4./ N B /A {4 Ir C/A -4 ��j_�`� 0 E /A -4 y,r O 1. � N I � E e � p Ip� SAL® REA ® \vVI� 111 W U 7 0) N a k 'N7 s ��l ^ e 1p c 0 el J O L. U !/ r W . COUNTER AREA 1102 Q 3 N 1 . X S 2" AIR SPAC I/ A 0 0 7 c'1 w I� 0 - I E ID I I ' N l p m 0 l l U o I% I ro O I% ., ., ■Eon — 0 I S: Zr- I� EXIT — — r OC — __... O = N a O 12 I = QO f . Z : STORAGE I I . ' . - ~ Z 3= 1- z in JANITOR W ' W y =y 0 al a in s luml II � Q � � V {Wlp • R II 1 ® WORK ROOM 9 u 1 CC La 1.11-11-§ 2:I > LL U = W iE a�z / \ D /A -4 - 1 - 0 109 10 � � � FS HOOD �-- - - aW~ V 7 r� Iff N Si ,_� 11 —37471-1 _ ��,_ 2 ` � HR SEPARATION WALL '� © -I u 20 GAGE METAL STUDS Pill R 24' OC. W/ (2) LAYERS 4/4-4 • ! I..- C 4s. X GW6 EA. SIDE V project n0.: 2 HR SEPARATION WALL 1 „, RA o R -n 0 file no: `. LE - � 9410 -AI R -II OFFICE R -II drawn by: 11081 O STORAGE J5 u I Ilal b checked by: 1 - OFFICE R - II HALL 11051 R 0 Ti date: B /31/95 revisions: CITY OF TUItNIL APPROVED 9 0 ELECTRICAI! O5 MAR p 0 1995 11071 AS NOIE 1 L �li — R -19 ' BUILDING DIVI 1 Y , g �4” MMETERS -...4-- A /A -4 21] 10.10" s 4 5" s— _' TRASH AND RECYCLE FLOOR PLAN FA 5.400.0 % Li sheet: of RECEIVE A -1 CITY DF TU KWILi SEP 0 1 1995 t i PERMIT CENTER fnmv... .m.. `� p� N -IttR DTI I I I' r 7 1 I ha I1 TIFF I �T 17'A 11 61' ['I 'C'I' 'I'll��..1 .. 5 ...:., #1% +� T i �_ .__ ._ _. . 1 I I. i ■ METAL FLASHING 15'- 10 /z I I 1 I I 1 I I I I I 14' -0" I iMM•••=11= = ••••= ROOF LINE 13' -699" =••••MIHM.jMIMti =••••= ••=i••=i••=••==•• — ••- - ti••_ ••• - is -- - - - - maaMIt —ININ ■•■••ti — •MIfifif•tiM — tits - -E•- tats___' - -ti —tits— - 11111:.=_�� CMU WALL ----_— ti - - -i MMIUMMti•11.•• ••••—t -- = ••=1••••fi�! titiME�� �NMEN=I♦I♦ —fi - -- • - -- - 0 - -- �:■� ■.� - - - -■■ WOOD FENCE S / \ SOUTH ELEVATION a mg I/4" • I' -0" k .L: a E� ` — D/A-4 ROOF LINE __ .- I/ I 4., N d NO -14 LI GHT IJ �ICtiT y — mO r 7 METAL FAS CA I ENERGY NOTES A Ins Mm • w� CM S EDGES R -1 • Z I INTERIOR WALL (SOUND) R-II ? 6. C C 13/4-1 TAL TAL 5 DING S EXTERIOR WALLS R -I9 r N 4" DS - ----1".- 0 0 9 EXTERIOR GLASS I" INSUL UNITE, ALPINE U• 59 0 c -C i N ENTR DOORS INSUL. UNIT U= 5E ELEC. METER TRASH AREA STEEL EXTERIOR DOOR U• 35 Q L 0 p ROOF R -30 i t j N.. I SOLAR HEAT GAIN /SHADING COEFFICENT • 100 14 .- 0 CO " TD GLAZING AREA CALCULATIONS O tO Lr) CID EAST ELEVATION EXTERIOR WALL AREA t CC in 221 LF WALL PERIMETER X 12.0' AVERAGE) 2,124 SF I/4" • 1'_0" r, .. E XTERIOR GLAZING AREA 40 LF WINDOW GLAZING X 6' -0" WINDOW NT. 240 SF Eelm /A -4 19' -10 s" ____________--ROOF LINE A 6 LF DOOR/TRANSOM GLAZING X 95 51 SF Z 1- TOTAL EXTERIOR GLAZING AREA 291 SF 0 G W V2 • 13' -0" H PD - Z CC CC Z ii % EXTERIOR GLAZING AREA I D ip F- METAL FASIGA • 292 SF • 10.9% 0 Z 3= U) Y 2,124 9F Q J = W W ■ wyZ` z • 0 _ • G /// / �— • CMU W � ` Z Z ii ii :.t_ z 9 / //, y r,7 METAL. SIDING • fA Z J GLA�9 / ? GLA / B • d. 0 ~ U CO 1 c , w • Z o 7 • project no.: RA.19415 WEST ELEVATION file no: ROOF LINE 941E -A2 r TYPICAL CHEVRON COLORS d rawn by: _ S" GRAY STRIP checked by: I a" WHITE STRIP I I '1 R o ROOF L NE J M� TAL FASIGA A m BLUE date: r 5" RED STRIP S /31/95 MIIMMINNIRE 3 /A -1 revisions: i— r�/ I" NSUL. GLASS /I" INSU LAS' __. -. - ADDRESS "'S _® ® WHITE 13 /A - CITY OF TUKWILA II �9 ` APPROVED --T i I META_ SID) 0 ,_ A 1 I — \S7EEL RE MAR 2 0 1996 IN ..rs i I __- [ � / \ WOOD GATE / ®.... _ TEMP. INSUL. GLASS SOLOING NUDI , I UILDING DIVI310N e gli 5......Disti s heet: of NORTH ELEVATION R ECEIVEC A - f I/4" • 1'- CITY OF TIIHWILA SEP 0 1 1995 PERMIT CENTER , -... __._. i .. ° .,...... _._ T "ff�1P 1�111I111I111111 I rTrTrll1TpIC11�(IP�T1T(IT IIJR�'(FITI TT�IgT�I�f� mfi� �- 9 '— ... 1 ._Y:., IF THIS MICROFILMED DOCUMENT IS LESS; B /A -4 I .. 1 \ It ' -6 " I \. 10'_6" ..a..... �� :- •...1� �• :1 �� i •p .��sw �l ' ® 1 - -/ Er 1 2 W STORAGE q OFFICE c TU WALL GLIB 9 > ONE HOUR 0, OFFICE `- G"IU WALL HALL Q / I / I H j _/ c BUILDING SECTION LOCKING EAST r �� �� T ' 15/A-4 A I/4" - I -0" E /A -4 O BUILD SECTION LODGING EAST >;•l • ELt' J `\./ /' / X \ / / N .\ ` o N yr N I NO j SUSP. CEILING - L m g i I p 7m i .. to N a 2 SPACE GOB 00 M W \ w c � m 01 z+ N I / L. O' I m / WALK -IN COOLER - 0 1 ,- < t Ow 1 C �0 to d N /, r — a m ,. r p.Nw L .- m O BUILDING SECTION LoDGINGwE9T G ' C CC Lo s. i A /A -4 ----.....„1-------- G /A -4 \ \ 6 14'_0„ r r \ \ \\ HYAG UNIT RCOF m • Z F. O �_ _ .. _ .. .. _ ., .. .... .. ��� TRJ59EW .. .. .� F =w= L l„, z /� Pd6 PI e <=; �- O •�. �.•�� u�, ����,•• 7'11 H G t' rA U I•....., Dlals, � A V R -30 °) Q . 4 W W S — — s SUSP. CEILING W (O=i V N v O 1 A z -- — GWB J �Wga z Ways w� a,' b 3f WP Gm a n 0 U p p �� project no.: / O BUILDING SECTION LOOKING50U7H nd940 \ \\ file no: 9410 -A3 drawn by: - �4" 7 55E: ed 0 o WAN= _ !?1 .. a o e - - • . ... w.o.* A OR checked y b: • 11 pm 90 ia'�"�!� S'••�'!7S' date: R - W 0/31/ID Gw� revisions: SU9P. CEILING SUS ?. CEILING , ■ GOB 4 2 HOUR SEF ERA710N CITY OF TUKWItA WALL APPROVED eF - .I it MAR 2 0 1996 -EE F -2 FOR CABINETS AS NUftu i1 BUIL D I V I S ION sheet: of e,q5....0agg O BUILDING SECTION LOCKWGNCRTN CITY OFETUKWILA A -3 8 SEP 0 1 1995\- i ..cvxvan ..• ._ . a :w eu "' ... PEflMITC CENTER .. ..: w.w , .:2w.a. , e ._ ...- -- �• r— III nirm nTrrrrrl"�irtnii5 I _.. .. _ .,. . .. ....: .. .. _ �. . _,r "ex� I I 1. =%PfrfflTlTiT7111111fN IT1Tll +r`r= rirrtrmullfnlmlullln7 v,rr,nhru rrnr ni i �.,. � _ Hoop FAN ----________ I 22 GA FLASHING I O FLA9HIN O , r 4 -0" FLA9HIN CANT 14r_mr� 1 = . FIBER CANT c+l �� 2X4 TREATED PLATES �) 2X4 STUD a 2'-0" OC , = ►� ROOFING : I CAP SHEET �t 1/2 PLYWOOP �I �� 5/s" GWB I FIBER OM T ROOFING 2_ mrrrXr GWB � _ TOP OF COOLER �\ � ROOFING I/2" SPACE =� S rr S rr 2X4 • 24" OG ► \� CL .GL P-7.19:---.4 ' E XPANSION JOINT i :4 �i "� TJI 2X4 • 24" OG 5/8" GUS MAKE UP AIR DUCT P 1/2" PLYWOOD i i g' -y" _ '(j� I/2" PLYWOOD METAL PANEL 16 GA. SS . 3 METAL PANEL WELDED DUCT / 22 GA SS. ��,. ' ° 10r_y L I0' -6 I E .. a 1/2" DRIP! a.----- 5/8" 'x' GWB METAL SOFFIT 1 FILTER METAL SOFFIT I 2- gsrrrX. GWB r I z N FRP BOARD O w a) 81 , t SEPARATE -. ° O ro PERMIT AND APPROVAL ER 11Tr FOR CLASS I HOOD BY . n ° M m REQUIRED RE HO MANUF. Q w 0) O FASICA DETAIL O FASICA DETAIL O WALL EXP. JT. O SHAFT DETAIL .s -- N err Ir_0rr C > O .t O 2 Q3 ro " ": 2 m 0 I p � N,2 L - > - O C N 3 0 CC N 5.-10k," Og 0 l. C / 2 /A -4 ,N. I 4. i/, _- _,/ FLASHING / _ j 9 "e" PLYWOOD CANT /7 $ \14r -m" Q o W y IX r _ ROOFING \ a = <g Q / ' 1 1-0 2 M2 ,/, TJL ?BUSSES ` METAL SIDING .....= 0 TJL / l 9 I \ r MET ,L FASICA W y �y U R-30 a% 8. R -30 B. 4....x. GWB SHEATHING it TJL �� V : W W ROOFING m - 2X4 / 10' -b" Li W a < = N '1 ����� TJI / 2X4 ®24" OG — - 9.6 TJI 1111 � � \ 9' - (°" 0) i i (4)g O Q J 9U8P. CEILING / W ( coNT VENT 3 a �� V METAL SOFFIT R -30 W/ V19 I 5/8" GUS - _.. ___ - W W SUSP. CEILING - ►►►ggg EXP. JOINT SUSP. CEILING Z 2 h 5/8" GUS I gg 3/A -4 / COOLER WALL P. I TWO HOUR SEPARATION WALL .I FRP BOARD 0 GA WL4I35 4 project no.: O. 1 'i ' R -II RAJ9416 W ALK -IN COOLER i7 (2) 5/8" 'X' GWW - I" GLASS UNIT file no: ' 9415 -A4 18 GA METAL SIDING PROVIDE BLOCKING FOR ALL OINKS drawn by: � R -IS W/ V B. " PLY I SCREW TO WALL W /S9 SCREWS J5 L-2.. cox 2X6 16" OC 2 AIR SPACE I COOLER DOOR checked by: 2X5 5Is" Oc, A R O 5/8" GUS " GDX date: Ei r'2 I TREATED 2X4 PLATE I COOLER DOOR SILL , TREATED 2x4 PLATE B/JI/95 TREATED PLATE revisions: in RUBBER BASE ) 0 0 i GALV. METAL �� TREATED PLATE EXP. JOINT m _ m rr _C ___.. / . m -- — — — — — — m - m — — — — m r" m rr m r " — — - 0 • . I R - Z4 I SIDEWALK CITY OF TUKWILA .� —i- APPROVED MAR 2 0 1996 n AS NOIEuji /C BUILDING DIVISION O WALL SECTION O WALL SECTION O WALL SECTION O WALL SECTION WALL SECTION sheet: of D Sri Ir_mrr O 7rr Ir_mrr OITV OFETOKWIW A -4 8 SEP 0 1 1995 PERMIT «TEA ir - M -s. n ' i m`d3n,n - . ' i ��i i.,'17:7--- .,' . _ ,....:- c:.,:... -'r ..'r �...:....A „'.,_ '. r ... _.. _.... .�mwvyisnxM.ra - ^me+fi .- .-- .- .tibra.^h+R1” +M4xb k'I "WW xer���� t ni... ! { PrfTfl7Tllllll ggI I171 RrtlTT mlullilrmlumllnnK'r m Il rnrrrmttmimrr111nmm�ml7rrin 'Rrrmjrmu ;l d , TREATED fE 14' -3" CAP SHEET FIBER CANT AND CRICKET 4 1," PLYWOOD CANT 14' -0" CANT 14' -m" CANT � 13' -0" 77' ROOFING '\ / / I�/ 2X6 �IYA x GDx tee• " �� �J L 3 "0 VENT HOLE e METAL SIDING METAL SIDING METAL SIDING 3 TAB COMPOSITION ROOF! - 0 " a. "1 2X4e24 " �a -/ GDX z" CDX IS GA METAL FASICA - -�_� 4'e" PLYWOOD -...p.- V• V• DRIP t ,...0 �•.\ ��a1 II I \ / r � ax9 METAL SOFFIT R -30 W/v.B. /y 2 X 4 1 I' ►: 1 I 10'_6" � 10'_6" : c METAL PANEL �� 'Y 2X6 a 16" OC. �,_ 2" VENT W/ SCREEN - 4 •4" PLYWOOD � e ' METAL SOFFIT METAL SOFFIT TAL SOFFIT /� jy . I— A SU9P. CEILING / A -d'‘.'" is" GDX :" :" DX C` ! �a CDX METAL PANEL I METAL PANEL I METAL PANEL +' N f aXbo Is" OG. 2x6oI6 0 OG. 2x6 o16 " OC. V O d NO 44 N O L =m 3m • L. N " \ w o N O WEST ROOF FASICA ® NORTH ROOF FASICA ® NORTH ROOF FASICA O EAST ROOF FASICA a) z 1 - 3 ,j rn - n la c IlI616t1e io7� m LoO ,EeErT°k�u!il!f'1 Q3 � I I 7pre a VV tl a T x , I � � j w XA l ] , IL X Sp7 ` ` m - - 1 I4' -0" _ Cnldrea' 0 17 aVe7cf°F,h,S�7 6. m 1 e, 6'01 ml o f {� *� vl„IP7etl1�l0 0) fl. HVAG UNIT i pLytl ➢a (C'JBY NfagiC80. .(2p 19' -101i" i /A -5 /1 ?"H N �.k - 11 i im lautl01∎ ;i - O,To rf ori:64. Y�Yf' �13'_ak" t lid!¢t111�L 7 t O it �i 1 j i3 ' -, (& . 1C ' J i`7:1rL ff '! r . � V L !' l 1 1 " Ii6?TJ I 1t'itx `,V , V tth' It r4zio ,0 • ' t' irrltaud e ri lo7aftrlr I 13 I K 'I . • >e I Lnra rf r r r ,F,,,; r N ,I 'r 1�,�Ilalb43r es'!rSOtLidrrrtl) V PS zLd; S..k { tJf7llt 9�39f- I �N xfb f tX A/,i �Cfi LO aL, IT I 6 /A -5 ATTIC VENT Z IE I TRUSS UNDER CURB F ® ® O O W I`` \ WW I.:=°= f = N = o N �1�� �- U I3' -I x/ <:J:.° F 4 - - I K F-C ;o o, U N <J = W O LU i W (O 20 • CONT. 2" VENT 0 o. P LLI Q CM PARAPET METAL FLASHING CLASS " A" ROOF IN SOFFIT W I g MFR CURB ACCEPTABLE MANVILLE MINERAL - SURFACE C W -. Q MANVILLE SPEC.sNC OR EQUAL y Q NY z J O. TREATED IE OVERFLOW SLOT SCUPPER ROOF SLOPE 2/A 5 3 d N~ 0 1L cp CURB FLASHING / "" �' ROOF CURB 1 / 13' -0" I 1 5 /A- 5______ - y. Z p O UNIT ® HOOD , ® MAKE LP A R Lib RAINLEADER SIZING project no.: KING COUNTY UPC ICE MAKER Ir CM PARAPET RAJ9415 1051 - 3150 SF • 3" COMPRESSOR I 4" RAIN LEADER I - -- 13' -10 `,� 2504 9F OF ROOF • 3" file no: T VENI / y/�7,,p 13' -0 11.LJY� HOOD °A 9418-A5 '�:�` drawn by: J im' - 4 -\ I NR SEPARATION WALL II' -24b' / J5 0 L__ SCREEN 18 GA METAL FASICA -y ` � _ 3" A CANT SPLASH BLOCK \ -,----P.- / I ^` 10' -RN LEA FR ABOVE LOWER ROOF 1a' 3 /A -5 checked by: 1 R 0 �. ROOF DECK ►� SCUPPER BOX 9 "X 9" e /A -5 1 - 1 date: L 6 OVERFLOW SLOT ��_ __ - H IT 13/31/95 I 1 9� re visions: 1m ,_ m „ 225 °,:F OF VENT AREA ci_ II' -2 2256 SF OF STORE ROOF 10'_0” 4 5' CITY OF 011A • 152 SF REQUIRED / f il ' \ APPROVED 300 4 TS a 225 =SID SF 4" RAIN LEADER 4b" 'X' GWB 15' -101x" - �L MAR 2 0 1996 (2) 4b" .X. GUS +-F\ R4INLEADER SIZING 8/A -5 4" RAIN LEADER 4/A-5 \ 14' -0" A$ NU(EU 524 SF OF OFFICE /STORAGE ROOF • 2.14 SF REQUIRED KING COUNTY UPC BUILDING DIVI31 N 300 3151 - 5450 • 4" 2 VENTS a 225 • 45 SF 3424 SF OF ROOF • 4" ROOF PLAN SEE DETAIL 2 /A -S FOR SOFFIT VENT ROOF DRAIN ROOF DRAIN El) sheaf: of O ROOF VENT 7 8 .. Iii • 1._m• O Iii • 1'_Bii O flEO EIVEO A -5 8 CIN OF TUKWIIA SEP 0 1 1995 \ .—_____ = -2, PEFMR CEMEH i , ..� ...N.w.. r ✓a*y -' s3::iwvn� =:k�i .:..;. mR _._ §4i5r ^..1+.- _ ,. _.._ _ _ _ -. T I I IFITf1 Miv1' 1 ' nTf 11 II 1 I I ITITP I ( .' ,. -'`'7 i ,� I I 1 � M _ ruTC MT rOn[ll Kim nnf IIMFNT TC I FCC ' — WA 6.rA E gizec ° E I IIINES .M 1111. 0 ilelisla , ,,., - SOFFIT HEIGHT 10.-6 M k CONDUIT AT 12' O.G. WITH FIRST PARALLEL TO GROSS ,1 STRUT NO MORE TEN 5 WGR NUM 1 EN B' FROM WALL s � S PA • LEL TO MAIN RUNNER O�+r icSA , C4REA - 2409 PARALLEL TO CROSS TEE O ' . ". " '' ° ` _Xi \ �"' `7 : • - - , LLEL TO MAIN RUNNER ° •• MAXIMUM %°,.. • 12 WIRE fTM�V ti.) a T{G `a I EAr a_ NOTE. ALL LIGHTS TO HAVE TIE WI WITHIN � \ WIRE WA / /� ttL�� 1 1� 9" OF CORNER WIRES TO HE AT 4' -0 O4 CEg O HEIGHT '.. " ' ` W N 04 st MAIN RUNNER CROSS TEE O . big HEIGHT ` N 0) N 7 W Mi O SEISMIC BRACING DETAIL - - Z O N ASM 0 t. m m 7- 9 c y N A X / 1 Q 3 � v � to7 NV. d m G Inm • -A A A A i A , r ,•14 ° Z ♦' CEILI • HEIGHT (����/� (/y'� 0 C W 1/6191 �l 1 6 `�+ yp OC J ♦ ♦ ♦ ♦ �� Q <F- O Z N am= la C0 SYMBOLS �� � C+EtH�[. r Wz \ � 1+ �i a m jX %".x. � 0 0 � o .. if: = �yI w / \ 2'x4' LAY-IN FLUORESCENT - 2 T -8 TUBES V I EXITI III la > U W /3" PARABOLIC LOUVERS N ,1 <j Q I I 3aW'-' v ° w 0 I I 1'x4' SURFACE MOUNT FLUORESCENT - 2 TS TUBE ONE HOUR — — z O u y ojr ar ''''''''' W/LENS et' °q "'x' GW6 I'X4 B TUBE ' WALL MOUNT FLUORE5GEN7 - I TBE X y I W/LENS / \ project no.: , _ I — — RAJ94IW WALL PACK HID W /ACRYLIC LENS - 400 WATT M.H- "' f - X' / rF file no: SO 't =FLT \ t $ 948 -A6 ° 100 WATT HID _ — M �, �„I� i mute drawn by: 0 PROTECTED LIGHT FOR COOLER /I. ){� s�\ / `� W, checked by: ® {f /\' lyy� / — _ c T date. R O EXHAUST FAN 1/�`T• �/r B/31/9.5 ^�' revisions: EXITI EXIT LIGHT IEXITI f �/�I O EMERGENCY LIGHI" MC • � V F h TUQ�j a D CtI tbIE tO0 tai . [,t��A d� T tsr4l. CEI LING LAN 4 Z / I`' I CITY OF TURWIIA ti_z_ 5 7 �/ Tij j APPROVED sheet: of MAR 2 o f99B A -6 8 ® ..:7,.... t t/w R N 0 1 clry oFEruRwlun Li it, a LOI a DI SEP 0 1 1995 - PERMIT CENTER - .a...... [IM � TITT TIT � ry I} IT �I y } I� Try o u. »T.. ,._ ...�.. n..... 1. ..• ( j- '?11r�11PT� � I�I''li ly' '''�I �'I �I��I'� � I'�IIT I� P � f lrf�'I iTr11fI 1111Ih Im1l�' ��rTI1Thl7 I .as �Il ec ru Mr n[ll MEn MfIIM IC IFCC 1 .. ALUM. FRAME W/ GLU. LAM. BEAM 1111 INSUL GLASS METAL SILL DK BRONZE M.� =- I►-� METAL COVER INSUL. GLA55 NSUL. GLASS IV CDX / 5/5" GWB O N —+ ALUM. FRAME W/ CLOSER I DK BRONZE ii FRAME - DK BONZE {� SEALANT \ , EE LAM. AS . LAM. IIII1 METAL CHANNEL III I' I ' �W�, FLASHING 4° IIII , , METAL COVER 1 II /A -8 � t T jll i ii SUSP. CEILING 5/e" GWB w ALUM /GLASS ENTRY DOOR 5/5 GWB I z" CDX INSUL. GLASS 1 I ,, 1 HEAD O V. MULLION 0 HEAD 4 JAMB JAMB 2 3 3..= ,._m.. S .. N 3.. • 1'_0" 3.. • i _0" 3.. = I _m„ 3.. P.0" 0 N d' • .+ O .L mco 0 7m 07 n Mm \ w o N 7 I. mC Ia � r METAL PANEL C 141'0' METAL JAMB FLASHING II) Q N ALUM. FRAME - DK BRONZE 0 t p .. WOOD DOOR -453N. SEALANT I" GLASS UNIT 1. ! m I" GLASS UNIT _ 0 ALUM. FRAME SEALANT - �� - � „ G 1 4 b " GW B co 3/4" PLY ► � SEALANT IF/ LUMIN /GLASS DOOR I/2" PLYWOOD ,...° m r =I g II METAL SILL- IS GA I . _:.... • LUM1N. FRAME . 4X10 ` 4. 2X4 FE ' METAL FLASHING VIII SEALANT 113" 5/5" GUS 7" a" CDX � A,, lI1'1 METAL CHANNEL l' I' e" GWB METAL PANEL 11111 JAMS HEA® 11 ' = N I.40 METAL PANEL r STEEL FRAME fif STEEL FRAME Q J 2X4 VIII ML 2 C R -II I W F li{ li WOOD DOOR had Q W Fad F O F O;(g M C co w 8 W( z` U JAMB 9d W e w i Z 3 0 IN ® ®w SILL eWINDOW SEALANT O 0 3f O 3 WQ • 3 0O W m z Z o / e" METAL CHANNEL project no.: p FLASHING RAJ9415 METAL PANEL file file n0: IH GA. 9410 -A7 CEILING SEALANT drawn by: ALUM /GLASS DOOR 1 INSUL. GLASS UNIT CEILING �! _ .— ,J5 PANEL DK BRONZE 15 GA - - - - - = =1 checked by: SATING 4X10 HEADER __ R o THRESHOLD CEILING III ALUM. MULLION , 3" METAL CHANNEL METAL PANEL W/THERMAL BREAK II : 15 GA { date: • '/= •" METAL CHANNEL (_ DK BRONZE ,, FLASHING 1 5/31/95 5/5" GLOB \ . n { 1 { { \ ' 1 1- , � ,� �� � FLASHING/RAIN DRIP Lain, J 1 \ SEALANT revisions: 5 /5" GWB ALUM. SILL R -im SEALANT W/THERMAL BREAK INSUL. GLASS UNIT SIDEWALK 5 /5" GLUE! FOOTING INSUL. GLASS UNIT • EXP. JOINT STEEL JAMB ALUM. JAMB I STEEL DOOR WTTHERMAL BREAK THRESHOLD HEAD MULLION HEAD JAMB 10 3" • I, -0" ,1 3" • r -0" C14 3" = I' -0" @ 3• • I' -m• C4 3" • 1' -0" a v of rm twl sheet: of { a APPROV 7 E5 cil 5 ..... ciD: q MAR 201996 RECEIVED Ate" 8 r CITY OF TUKWILI As IVU1LUV SEP 0 1 1995 t / B LDI NG DIVI, PERMIT CENTER . ..: .... uw �iPXN .A+ ,• � ,a.uwen rww -w »u w I Frp mil i�I�r0T� 11'11111)1 11 it 1 r II �T� PTA p 'r. n :-I q I P I I I r r1�i� f i nlm 11 110 rrmr 7 i ri,ir,11r 11 1 ) 1 1, ' I , 7:1-7:7 "� ; Tui¢ MTCRfIF TI MFn nnCI1MFNT IS LESS 1 DOOR SCHEDULE LIGHT NO LOCATION DOOR FRAME HARDWARE DETAILS NOTES CERAMIC TILE 1 NAPKIN DISP. ERAMIC TILE CERAMIC TILE CERAMIC TILE 1 0- � il J Q 3 Q 4 42 J ' J W W -' Q HAND DRYER I TOWELS IRRO- 36 48 " x = 1Y a J W S 'Q W IIN� X * l 0 SOAP fa rt 18" MIN ~ 17 d CO F Q F Q N Q IK Q 1 -0 ~ Q ❑❑ � I m GR =AR 1 L L U 0. F 4 Q 2 i 1 � NI m I • 9 O. 0 . n �- I EXT. TO SALES PR 12 84 14' ALUM /GLASS A ALUM. * O * * C * 10 '7 I 1,2 *13Y MANUFACTURE 'at t c t \% '� ', 2 EXT. TO 9TORGE 36 84 P4' STEEL B STEEL 11/2 CI C C C 6I0M II BIIn • NO OUTSIDE NANPEL =L� i 1 / s U I -� lllllllllllllll�_ _II_ N 1 , :1 3 EXIT TO EXTERIOR 36 84 I'4' STEEL B STEEL 1 O C C C C 10 11 -. o CERAMIC BASE em eIn 11 TOWEL DISP T.P. DISP. 4 WOR<RM TO STORAGE 36 80 I'4" S.C. WOOD C STEEL W MIN. IH 3 9 9 ° /� e TOWEL DISPOSAL C — sln aln EI SEAT COVER DISP. INSUL. TRAP AND PIPES 5 HALL TO OFFICE 36 80 1'4" S.C. WOOD D STEEL 20 MIN. I1/2 3 0 — 9' 8 PAINT CEILING - WHITE 6 HALL TO ELEC. RI 36 S0 1'4" C. WOOD D STEEL 20 MIN. Piz °/ , ) fl — 9 a ` , _�__ 3 X 7 D D -0 . / N ' 415X41 'D 5 GLAZED TILE DAL TILE - SCORED PATTERN ' 9H 6 8 -69 DENIM l HALL TO OFFICE 30 14^ S.C. WOOD D STEEL 20 MIN. 11/2 C3 — 9 8 U O N'kt _ -- 415x415 GLAZED TILE DAL TILE • K -101 WHITE 8 SALES TO H 0 ALL 36 e I ke WOOD D STEEL 20 MIN. I11/2 O 0 0 — S e ..• O 9 SALES TO WORGROOM 36 80 14 7 C3 " S.C. WOOD C STEEL 20 MN. 1 C U — 9 E. . m 9 : 415X415 GLAZED TILE DAL TILE - SCORED PATTERN 'D' 9H -69 DENIM /� 3 0) = 10 SALES TO TOILET 36 80 14" S WO OD C STEEL 20 MN. I z C L l — 9 8 4 IQ LO m :y GROUT ( ALL. WALL. TILE) - HYDROMENT "WHITE NON SANDED II SALES TO JAN. 36 60 4" SC_ WOOD C STEEL 20 MIN. I1/2 — 9 8 W Z O N r 415X415 GLAZED TILE DAL TILE • K -101 WHITE 12 JAN. TO COOLER * * BY COOLER MFG. ' w m I V ` 13 COOLER TO FREEZER * * BY COOLER MFG. C 0 c V' O O — 6 "XS" CERAMIC COVE DAL TILE •P -3481 Q. TOP BASE 1918 BLUESTONE g 0 0" -" I 2:.,. P'-e''; 3 O r , 0,� NOTES 3 _�8X8X5/16 FLOOR TILE DAL TILE VITREOSTONE ISIS BLUESTONE 15% ABRASIVE � I SIGN II THIS DOOR TO REMAIN UNLOCKED . 6 3 N w TYPICAL WALL PATTERN GROUT - DAL -TILE •41 CHARCOAL W/DO -1008 LATEX ADDITIVE T. GLASS DURING BUSINESS HOURS" d -. m W 2 GLASS TO BE TEMP. AND DOUBLE PANE Q � 1 _ { KICAG IE 3 LOCK/LATCH SET TO HAVE LEVOR HANDELS Cr) U1 NS uj.--] PUBLIC R E S T R ® ®M 109 1- 4 HG. SIGN ON LATCH SIDE • 60" OFF FLOOR TO CENTER LINE CC Lo A B C D \ J 3/b" • I' -m" ft 1 U) J_ s < O y ao I z O ROOM FINISH SCHEDULE 1-c ;0 NW NO ROOM NAME FLOOR 1 SASE I WALLS CEILINCs NOTES N 4 - ;IT W C We)zy V 3 ra • i a a J 4 a S w4a z °� O N J 8 cz � J W N r 3 > I o W 3 O A 6 N Z f J O W 4 Q Z W W Q J F a W F O n .- m u 3 m r J J i 1 0~ J ~ j N U W 0 u Z u : N i u L a l ) U s s N a U rc u . ici SALES AREA alms= O■M■Oa•■■ O■O O•IMEO 0 MEMO � • project no.: COUNTER AREA O 9 ' -6 _ WORKROOM ��"' O 111 O O O O a' 6 " file no: e El STORAGE O■■■.O ■■. O■■■■ O■O O III O■.■■■■O= 9418 -AB 105 OFFICE 3 MM 111111111MEIS drawn by: HR CEG 106 HALL e' -m" GU1B TOP IL 4 IN BOT. checked by: 101 ELECTRICAL i O O " O O" O O "n1,. "I • ",1 OVARIES R 0 OFFICE • O O • O I O O da TOILET O 0 O • O O revisions: JANITOR O O 0 11131 0 0 111 8' -0 " III WALK -IN COOLER O 0 • 0 e' -0" BY COOLER MFG. 112 WALK -IN FREEZER O 0 • 0 8' -0" BY COOLER MFG. CITY OF TUKWRA Sq5......0az4. O FLOOR TILE: DALE TILE VITREOSTONE 1918 -15 BLUESTONE, I5% ABRASIVE FINISH W/ CUSTOM GROUT •43 APPROVED O CEILING GRID TO BE CHIGA.GO METALLIC CORP. OR APPROVED EQUAL COLORS TO BE WHITE M 2 0 1996 ///��� / F I O3 CEILING TILE TO BE ARMSTRONG MINABOARD CORTEGA •169, EXCEPT CORTEGA •761 PLASTIC COATED AT WoRKOOM AND COUNTER AREA AS RUItO�( /,�,y :J COLOR TO BE WHITE BOLDING DIVISION sheet: of / / 1 RECEIVED CITY OF TUKWILA A 8 % SEP 0 1 1995 ` , PERMIT CENTER II -.... ... .x..:- ' . ' ' .. .. ..: ... .. ...._ . . ,_. _ «�. - .. rn ..... n: tvs..w t t 4r.n.n..�r.wux+. „t,uw:n .:, � N,R l'F ,.. ..«� -Y I I ':111iTDTIIIIillIIIIII7TTIi fT�IIIIIITfTfRFIF1111T Ff P1111Ff11T111T111'FIIfF1 Y1111111 f1'P15 111 �: ,, 1 o .8' J I I L Z 2 DR FREEZER pi 3 3 FINISHES 0 [112 1 - 2 C \/ MA SALES AND DISPLAY 1 \ FLOOR: CERAMIC TILE 1 —__ / BASE: CERAMIC TILE COVED - WALLS: GYPSUM BOARD - PANTED CEILING: SUSPENDED ACOUSTICAL TILE o 43 r _ STORE OFFICE FLOOR CERAMIC TILE o © O BASE: CERAMIC TILE COVED O WALLS: GYPSUM BOARD - PAINTED 1 , CEILING: SUSPENDED ACOUSTICAL TILE WALK -IN COOLER COOLER I HI 1 _ � 111H O EQUIPMENT FLOOR CONCRETE SEALED BASE: SILICONE SEALANT _� -` 0 I WALK -IN COOLER W/ 14 DOORS Ht 2, . WALLS: METAL - PREFINISHIED .- 2 WALK -IN FREEZE W/ 2 D CEILING: METAL - PREFINI9HED _ 0 g, c FREEZER / M O _- 8 101 I 3 HORiZONAL FREEZER 4 42" WALL SHELVES A FLOOR INSULATED METAL 5 GONDOLAS BASE: SILICONE SEALANT 0 43 I - � -G WALLS: METAL - F'�FINISHED 0 / O J b GAS CONSOLE ( CEILING: METAL - PREFINISHED WORK ROOM m 0 I 1 GASH REGISTE 4 , N v_ 8 LOTTO MACHINE V O FLOOR CERAMIC TILE _ O Q 51'0 BASE: CERAMIC TILE COVED 5 COUNTER A A 9 ADDING MACHINE e 0 WALLS: FRP PANELS N O CEILING: SUSPENDED WASHABLE ACOUSTICAL TILE © r 102 I 10 GASH CONTR t ._ CO TOILET _ __ ® 1I HECURITY MONITOR ` V) °� N'y 12 12 HOT FOOD WARMER Q R CERAMIC TILE _ I o� 13 PIZZA DISPLAY w .� N FLOOR, BASE: L S: CERAMIC TILE CERAMIC TILE COVED 'I�_— .- 1 '- WALL I:. °) C N 14 SOAP CEILING: GYPSUM BOARD - PAINTED � . 13 JANITOR'S WARMER 7 V _ 15 HOT DOGS , L y IC) 0 JANITOR'8 AREA 0 q3 0 '' 16 CONDIMENT SERVER C j 0 7 N FLOOR CERAMIC TILE BASE: CERAMIC TILE COVED It POPCORN 4 O „ WALLS: FRP PANELS '� 29 29 0 L m 0 O CEILING: SUSPENDED ACOUSTICAL TILE 25 j ®I�� 1 8 IS IS PASTRY ' 19 COFFEE �N . ` � ,, / r_o_ _ 0) m HALL 0 l 26 m� bu • ` 0 0 20 HOT CHOCOLATE Q Ex1T 21 ICE TEA - U) m FLOOR CERAMIC TILE , Q BASE: CERAMIC TILE COVED I WALLS: GYPSUM BOARD - PAINTED • 22 POST MIX N CEILING: GYPSUM BOARD - PAINTED 38 11111 39 23 POST MIX PUMPS /GARBODATER/BEV. BOXES ELGTRIGAL ROOM X JANITOR 24 CUP DISPENSERS UNDER COUNTER p 1110 I 32 19 GOLD D RINKS BASE 4" _ RUBBER ASE O WORK - �• 26 TOGURT MACHINE WALLS: GYPSUM BOARD - PAINTED / 1103 �� ? 33 2l DELI DISPLAY y CEILING: GYPSUM BOARD - PAINTED 1 W 28 REFRIGERATED SANDWICH PREP TABLE 0 O OFFICE - GENERAL FS 39 E 29 S.S WORK TABLE ~ W= Q Z TOILET I — 1 38 a=>'O rQ FLOOR CARPET \ ll 1 QF - J BASE: 4' RUBBER BASE 109 Cat/ o o 1 HOG ] 1 30 WRAPPER w Z 3a y 0. Ili WALLS: GYPSUM BOARD - PAINTED EXIT ` ' - � )�)� 1 I 31 REFRIGERATED PREP TABLE a J a W CEILING: SUSPENDED ACOUSTICAL TILE ,', W 1!1 = N V z - 0 32 SS. WORK TABLE V a k Z W STORAGE J 33 SLICER ; LL � W rd FLOOR SEALED CONCRETE 34 MICROWAVE W .� J 2 d BASE: 4 RUBBER BASE W F WALLS: GYPSUM HOARD - PAINTED 39 STORAGE REFRIGERATOR CO Q m z 0 CEILING: GYPSUM BOARD - PAINTED WD V W 96 WATER FILLER 3 0. a CABINETS 3l IC MA KER AND STORAGE BIN ID/REMOTE CODENSER W W ■ EXPOSED SURFACES - PLASTIC LAMINATE OFFICE � HA 38 STORAGE SHELVES Z O I GONSEALED SURFACES - OR MELAMINE LAMINATE, 108 106 1 STORAGE 39 95. WORK TABLE ` ' OR MELAMINE LAMINATE 104 40 GLA99 I HOOD WMAKE LLP AIR OFFICE II05 41 CHICKEN COOKER project no.: MENU 42 S.S. DUMP TABLE 43 CONDENSERS COILS RAJ94I8 ELECTRICAL file no: PACKAGED FOODS AND NON -FOODS 1 101 I ((�J� 9418 - FI FROZEN ICE CREAM NOVELTIES D drawn by: HEALTH AND BEAUTY AIDS JS MAGAZINES AND !BOOKS _ B AUTOMOBILE SUPPLIES Checked by: TOBACCO PRODUCTS I EXIT R 0 REFRIGERATED BEVERAGES U I--l--.1 - date: DAIRY PRODUCTS DRINKS T OWNER revisions: ions: BOTTLED SODA FOUNTAIN SODA JUICE DRINKS F'RIDEEP SANDIA TRASH AND RECYCLE BOTTLED JUICE AREA 2023 217TH PLACE NE COFFEE AND ESPRESSO TEA REDMOND, WA 98053 HOT CHOCOLATE PHONE: 624 -2897 ICE TEA HOT FOODS Z HOT 4 C FLOOR PLAN , PASTRIES RIES DELI S N CONTAINER / I/4" I' - DELI SANDWICHES CITY OF TUKWILA • PRESSURE -FRIED CHICKEN APP50000 DEEP FRIED POTATOES M AR 2 0 1996 • AS Nmtu_ sheet: of ' BUILDING DIVISI N RECEIVED F -1 2 CITY OF TUKWILA ® SEP 0 1 1995 ` _,.„ PERMIT CENTER 1 I I rmrn Ti m�; PTIIITlnn rnTm1 " ,. m11Thfifel11 lit Pm I 1 rrrmmnmfilintif'nT� 1 I I/F -2 2/F -2 1/F -2 S/F-2 10 ,I 5 ,_ m I 3 ._ m „ r r r. •■ f1`, T`, O O O O „r / n „it., GATE 0 N., N.., � N. X i / 9 I I II ., / / 0 /, ., .. N COUNTER ELEVATION 0 COUNTER ELEVATION n O z" • I -0" FRONT OF FRONT COUNTER . I -0" FRONT OF BEVERAGE COUNTER 2/F -2 I 1/F -2 g' WINDOW 3' -0" 10' 0" 4/F -2 5/F -2 6/F -2 . 3' 6° I _ Ei ,'I IN 71 IN , -I r, r, GATE CASH CONTRC 9 0 O i d NO m0 COUNTER ELEVATION I • = I' BACK OF FRONT COUNTER I © COUNTER ELEVATION 411 N ' " • I' -0" BACK COUNTER ED Z O '- I O m C a 7 C > o 10 d Q3 . N O tmo it 3 Nw — 2.-0.' 2,_0,' „_0' 2' -0" I:0 N m — LAS. LAM. PLAS. LAM. = PLA5. LAM I PLAS. LAM. W PLAS. LAM . CC N - _ 1 LOCK „_. -. _ - - -__ i, JA-. l / C '!+' f DRAWER ' 4 1 �. .. r _ a HINGD DOOR i i ! i L EH : ::IE:: I J i _ � � � '- iv IDJ. SHE IF Cu iv Zl I I� l I ll 1 a P w Z -N. ' U as 3 wm > waQ z¢ 0 SECTION ®SECTION 30 SECTION 40 SECTION CD SECTION O SECTION Z a o~ v I" • I' -0" 1 I' • -0" FRONT COUNTER BACK COUNTER r project no.: RAJ9410 file no: PLAS. LAM ' r/ PLANS. LAM. , 4" PLEX I' CUPS fNIG) 9410 -F2 -- _ - I) COUNTER TOPS, EDGES, AND BACKSPLASHES drawn by: -� 1 r VII _ WILSONART PLASTIC LAMINATE "4621 -a WHITE J5 I I/2' dl "NEBULA" II (GP) TYPE 101 Hill L checked by: I 2) FRONT FACES ( FACES PUBLIC) R R. O FORMICA GAY PLASTIC LAMINATE FOLKSTONE S21 date: 0/3195 %J. SHELF 0 9 3) BASE revisions: iv 7 I I 4" PLASTIC LAMINATE WILSONAR7 V I -6 SLATE GREY 4) CONCEALED SURFACES GREY PLASTIC LAMINATE OR GREY MELLAMINE .. —. -- ` -_ - - it 0 SECTION COLORS O SECTION CITY OF iUKWIq I" • I' -0" I" = 1' -0" APPROVED i. MAR 2 0 1996 sheet of BEVERAGE COUNTER AS MU RECEIVED r n Mi mow. (JD:M J CITY OF TUKWILA f L L BUILDING DlVlbl Y. SEP 0 1 1995 PERMIT CENTER 44: f _ EPlI ..,. trr lie ��r rnnCil MCn 1�111'IIMCMT iC CCC LM1 I � PnPTR I IIr' 1 PTIl1nh . T �. I � I T n1�1111�1.��, �l �l l 'I'('h f1'���T�T�il 1 ' , -1 � ' O - © 12 "X12" PIER C 2 PLACES) © 10 -I0° J f VERT. -BEE NOTES . I ' / 1 6X6 POST 2X6 • • 16" OC. 1y "' COX .. TYPE 2 /�i 4 "0 A.B • 2' -0" OC. 6><5 SEE D /S -I G /0 -1 ?'.. / DOWELS TO MATCH VERT. SEE PLAN 2X6 TREATS 8 A) `_'I / '' DOWELS ALT'G 4'_0" OG F DETAIL - + --4G/S-1 •• J / 2 2X6 TREATED E: ,1111 " - T // EXP. JT. �� J DX 4 G - •4 TT_ � \ 0 x1' -0" FTG (TPJ 9 S I 2- • 5 cONT. r Y 3 ,_ 0 . '1 1 • 1m_2„ I I I I C� • SECTION ® SECTION © SECTION `�' 11 I 9 ` TO 4X4XI /'' RV C I �2 - xXI. -0 TTP' 1 'N I =/8" I '. (4 PLACE,/ O N 2X6 • 16" OC. 1 ,+ ,. 51 " CDX 2 X4 TREATED PLATE (TTP.) TB 4X4X1/4' e f 4" CONC.:LAB .. 7 Ol �. "0 X I' -3' AB • 4O C ! e/ BRUBNED co. NG L N N Q 2X6 TREATED R NO PAINT -" LLIbXb -•10 10 051 4" GONG. BLAB @ V 1 2 9xll1X9 BABE PLATE 1 ,v C N •'. 4" SLAB „.„.1 J 1" 4" SLAB al 6 MIL VI80UEEN O �I '' S •4 DOWELS •4 -0 "OG _ • -• -•- _. W / 6X6- •10/10 011'1 Cd z.2 rT� 0 YvS`J'�':.3.:g1•e, ° 4" GRAVEL 1 — - • • - • • - //� I" GROUT OIDEWALK 9 - 2 -' �� " I 5 COOT. 4 -•4 E 2 -9 TIES • a 12" aC. 1 I 1 1 F /B -I .0 to .g I TB 4x4X' O 18 7 N w I ro' A/6 -1 l � 71 y § N m I © SECTION ®SECTION ©SECTION m °C n E /8 -I 2 - 2 ' - 0 "XI' - -.^ FTG(TYP.) I / 5 T. /TYPJ 25 "/15x12" THKN'D FTG --- I- � ✓/ R' W/ 2 -5 CONT. TYP ic- (ip T94x4x1/4" `\ ` REMOVE CENTER WALL cq �\ / i f_ _ _.. ----- .. _._ _ -- _.__' ' - _.__.. _ ____ _ . -'1 i CT 4" SLAB 2" 6XV2X1' -0" BABE PLATE I,'I� J, � • 1 r 6 ' 1 2" W/ 2- 3/4 "0 X I' -3" A.B. �� 1 1 % " • 4 ' - OG. 2"� _t_' _ ..__J i ! I I aa 1 1 / W/ WASHER �" 6 " � 'J1 L � _ ,J gg 2x4 STRUT STRAP - ' 1 {- 'I -- 1" GROUT q. `Ix 12 "XI2" PIER v� OGATIONB m I I 0 1,jj d -1 - - • L-. \\ `� `P, • , i F /9 -I v. PA 35 ANCHOR TO GMU J S- . ___ _. - -1- I II 0 U, e 1 g " \4x4 NAIL TO STUDS. THREE t' -- t- ZZ 8 , $ LOCATIONS ( TOP, CENTER T9 4X4XI /4" BOTTOM) GROUT T CELLS FULL 9 iiX1 a .$ B" CMl WALL . _ T _ _ - -_ _ _ _ _ _ _ -. __ T - - - - -- 1 TH FSF 9E DETAIL 2 /P -I Ix1P. IMEN S REVIE JED FOR CO ORMANC THE Z • B iw A 'X4 _L t . _ y � 0EE DETAIL J /BI i - - Fouow NC ORO1AANCes L 2' -0'" I,� �r , p�TRUCTUFALP R UNI O M BUIL BUILDING C.OE I ___ —1 "EI NON STRUCTUf AL PER UNIFORM BOLD 0 CODE N / y - -- f - - ❑WA051 RDBARA ER FP EREGULATION THE APPLICANT Ft' F'1 CO REQUIREMENTS WITH I APPLICABLE ORC N , .. JEOt TO REOUIREMENTST9 AND project no.: 1, 11 5 ,3 4 .. ;� 11' -3e" II INTERPRETATIONS OF THE GOVERNOR A HORITV. RAJ %20 1. -l o,lo in 9 19 5 � D el.00 Io 9-S 95 file m -1 . ? —fir no: W Br,T Ko� kR -- 51 M42o ® SECTION © SECTION J SECTION j, I ,• - o� . � '' b I 0 drawn by: _- -- - l i I I - checked by: ,j R O I I I date: 9/72/% ; NOTES rev TYPE I LEGEND FOR WOOD 1.08T8 i0 08T8 -. TYPEI 6X I 6 6Xb SEE DETAIL 2' -0 "X12" FTG(TYPJ - TYPE I ® 6X6 MOST - 1-1024 NOLDOWFI _ L L -'i I` / l -L J '{"' W/ 2- 9/8'0 TO POST ,4 1 13/6-1 I- 5/5'0 TO CONCRETE BASE J J ®. TYPE 2 m 6X6 -4 POST - HDbA HOLDO L UV 2- 1/5 To POST RECEIVED OCT 2 t 1995 I- vB "0 To coNCRETE BASE RECE SIDEWALK t-11.- ,,, -I EP STEM WALL RE ytper,VE'p ` - NFORGING ' CITY OF TUKWILA J OM 9 4 1995 • •4 • 16" OC. VERT. APPROVED ��,"� •4 • 10" oc. HORIZ ROBERT TOSSATTI ASSOC. [ e : eta OUNDATION PLAN _1 3 BUILDING DIVI91 N I `.. ..;' 1 ,17117111111111 Y � { . �a'M 2 'mW.ekv."""xs m 5 q --- rv.. 0 I1 f � i� r� � 1 �1'1rlTrlTl'1fi17�� "1 11rtj T1 l7�jnTP1 f 1 �1 I � =-= ,, x, r,l,r ,,.,,.c,I,Ar F,nrIIMIrMT 7 C I«< r 3X TREATED PLATE /1 ® ® ® L / 8 -3 era 15 r` MET?� 2Xl I- pLASHMG _ 1Y) 10' -10" 2X6 y J rb X 3' -3" • 4' -0" OCT', 2- 5 ; g 3' 2X6 • 24" OC _ . f \ 3X4 TRUSS BETWEEN' ' / 1 1 � - 8d . 6 " OG� 8 TRUSS // FE EA TFL1S8 NAIL PER MFR ' D /e -2� G/B -3� , � 2X4.• 24" OC. (771P/ / FL 2XI/6X3' -9" b "I $11$ N SEER(iOF-PL4 i NAIL PER PLAN • 6' 0° OC 1 /A -9 WS 3 Q j' t IGGE a ;��, 14'_0 r -.KING BETU.EEN U'i" GX P1.7 GMU • I ' -` 12 "j FIBER CANT -'— aNl�,u.3�)11I 2X6 CONT. � I I - ,I =. -_ _ r�� / / MFR 8d • " "3 LOOP • 12OC. /i I /. 4x4xi /4IITEAIL 3 BOND BEAM f \ e3 LOOP • 12" OC. 4 , 4- Ibd TOE NAILEEA I ;I \ 2- TJL M/8 -3 .r, ., 'Al 34" TJL OUTRIGGE !8I TOTAL �e li 2 -5 JL �/ PER (2)OU -;, ERS� + TIB UY A `\ 34" TJL - 1 �s z- r'm • - r -m^ oc. • 11 2X4 1 s �\ A. MIN I 6' NAIL TO TRU88ES IER MFR G '� E NOTS FOR REINORCING I T9 4X4XI/4 • 11 Q W 9 15" X 19 1/1" G.L. z h Z • 'X' BRACING an 7 a ` e. ® DETAIL O DETAIL ®. eR° I COMPRESSOR II I 500 1!/8 -3 A/5 - I I jl I p 1 NAILING BEE ROOF PLAN O 7 135 -2 r+ N 0 {— "/' (8 rt O 2x4 BLOCKING Q II a ROOF SLOPE • I /4 W a ' - `I S n rn BETWEEN JOISTS ' I L 2 -16d • I2" 3X4 BLOCKING 7 14• -0" I4'_m" a 2 /A -6 I/ 0 8d .. 6 CC, I NAIL PER PLAN I FL 2X1/8" (TTP) ANCHOR I - ' i T U ): 2X6 • 2 0 OC SF • b" OC f � =� x i ', 4 z� I■ 2X4 FILLER 2X4 TOP PLATES CONT. �I j OI I N - Ibd NAILS • • E SPLICE. ��6:: ' 0 m C ` WOOD - TS 4X4X1/4" Q • - �` .IC S /B" GDX PLY I ____ ! ` BET SPLICES (TTP.) le-"' �, m � I' > C S 1n 2X6 : , =�i �I III . m 0 d' O 1454 HANGERS ~ •• C ., 3 N 3 -2X4 GONi. 34" iJL • 2' -0" OC N/8 -3 2 -34" TJL SEE NOTE FOR HU24 -1•F EA END I / \ = Q' CHORD SPLICE I/2" PLT GDx I - 3/4'0 MB. W/ . m WASHERS (TTP) • 2x4 BOTTOM CHORD REReTR4INT '1 L 1'p 3 N I/1" PLY COX _ EA END •MID SPAN AND (3) ROWS OF STRUT 0 :::: - �1 2X4 II C /A -3 1 506" 1 -_ ___ I 1 ._ -•_• D R BT MFR RIM ISMIC ANCHOR • 6 CC. e! -• • -• EAT e 1 i (2J 2X6 T PLATES 0 © DETAIL O DETAIL x 1 -- Q ( 7 q �, © I `R\ J 1- TJL a —, MR ill II. NvAG I _ , X' BRACING „----- — TJL SEISMIC ANCHO 7" � r �( ( SEISMIC ANCHOR j,______-1 SEE DETAIL C /8- i ( _ a5� � I • 4' -0" EA. 81D Y NORTH AND 8011 BIDE II 1 I8' -10 W WOOD 11611111111111M611101110W 4X10 ONT) VA" Bd!6 _ ._ - _.-- ....._ -_ - - -- W R __- . -.. x IRUNIMv M-sara = 14:_0:: LATWSTART PLYT HERE �� ., 6x6 13' -6 7" (G' M ETAL. FLA9NMG / STAGGER AS SHOWN \ ,•1001,11101. DX PLY ad•6, ..,6,-.11 . -. 19 Z � ��� ; � � I � ( G y 6X6 AREA SEPARATION WAL_ 2- 5 J FL 2X e X 3' -3" • 4' -0" OC. NAIL PER PLAN r \ 1 4/0 -3 ill W/ 2 - ed • 6" OC. J /8 -I 1�.1„ � ♦ _ �% SEISMIC ANCHOR • 109 - / A q 3RD OUTRIGGER 2X6 CONT ! .„--, NAILING SEE ROOF PLAN ad a 6" OG project no.: ` 5" CMU 9 EA. OUT IG i I _ - -__ = 11'_2ye,: E/8 -2 0 .II , - 2 -TJI �1 I file n0 4� 6I, 2- 2xB ,III 1 — �' G D X PLYWOOD F /9 -2 1 il' TM • 2' -0" 00 420 -022 FIBER cANr / m -b" drawn by: Huge -zTF _ I 1■ �- EA OUTRIGGER III 2- 2X6 TOP PLATES GONT. 1 / ► �� , , 3 /A -5 checked by: 20- 16d NAILS • EA. S PLICE. BO7JD BEAM ! % TJI BLOCKING (TYPJ OFFSET SPLICES is 0 5 2 ` : 2- 5 J� � ._. /// date: L. r 1 6/28/7 6 LAYOUT E HERE PL,uooD I I i I revi 6 JC6 2' -0" OC. I K# /W /� I ilkilhi ‘;:.: _ " r • 4X12 (CONT) S 1 ! Ill ?� 2 _ 6XV k" cox PLY � -� RPPROJAV VED 9 . aS -0 4/A - G/8 - CITY OF ILA - ' - MAR 2 0 1996 CD, DETAIL O DETAIL NAILING SCHEDULE AS WIN) 2 R Ed • 6" 00 • ALL SUPPORTS BUILDING DIVI91 N WALLS ad • 6" OC • ALL SUPPORTS AND BOUNDARIES ROOF FRAMING PLAN sheet: of. ea • 12" M OC • TERMEDIATEB [) , . 1 TOP PLATES OFFSET TOP PLATES AND NAIL W/ 20 - 16d NAILS EA SPLICE —.. s �,, ., a B a as X7 7 I- RECEIVED OCT 2 1•' /� �. 1. I 'II ' ' Iii l III III I ` -tTir 1 f I I p I nirim it I i I L ,�. I 1 � I ri ci �1 1r l 1 . I 1„ L .......:.«.. I I I I 1 II�r I Illll ITIi ITrril Irrrr Tr ri - _ rT+ ..+ + � T +c c a • r P FILER PLAN I FL 2X1 /B" (TTP) O 1 . M 2X6 HANGER 14' -0" �I. _rte t. I� 1 . 2- 2X6 TOP PLATER CONT. 2X6 BLOCK 1� A 2- 2X6 TOP PLATES CONT. _ 20- 16d NAILS • EA SPLICE. L , 4' -0 OC 20 ' _ - 16d NAILS • EA SPLICE. g OFFSET SPLICES ( iTP.) _ 4 - OFFSET SPLICES (7TP. 7 I d •16 •• 3x10 NAIL PER PLAN NAIL PER PLAN 2X6 STRUTS • STRAP t FL 2X1 /8" (TYP) ANCHOR I6de G FL 2X1/8" (TTP) ANCHOR - _ Sd a 6" OC I 8d •6 "OC �_� -� /8 CDX PLTUIOOD 2X6 • I6 0G � _ � ._. / 6X6 9/B" COX PLYWOOD � 1 i 0, l I I� 1 I 1 1 '" —`- e _ : -. 1 l.� / \'���. __- 2 _ e "0 ms. w/ FAINT __ _ —_ I 1 I I ( _ -._— — — 2 -4 /. wASFIERS • 2' -0" O0. II • g TJI 1�4— 1 �'1�► d33 � t. p� r pig TJI ' OC. g] WASHERS 2 - qa "0 MB. W/ 4X10 BLOCKING ICGNT.) aT o y a 2' " CO)( c w W ,'�, HANGER SUPPORT PER MFR. � j? ' :i .. x° V•4500 LATERAL SHEAR • 300AMANGER 2" X 3' -3" STRAP • 7 �_ � 4X10 BLOCKING (CONT.) PROVIDE END BLOCKING PANELS AND WEB 3 LOCATIONS ( TOP, BOTTOM, d„PR NAIL BLOCKING TO STUDS STIFFENERS s EA. END OF TJI MIDDLE ) 4X10 (CONY.) LU/ 2- Rd TOE NAIL \ V�ti ' , p ft � t 'v EACH BIDE OF BLOCK 3' -3" v. 4X10 (CONT.) 5 s CUR `_� 2X6 • I6" OC. 2X6 • . I6" OG. N O ■••• NO Tt y° cPx 13" CDX 0 : I 7 � .c n Mm I- W [ N•- • ® DETAIL ( DETAIL La m " a 3/4" • I' -0" O DETAIL r 3/4" • i' -0" I- [ N te dO STRUCTURAL NOTES _ a 0 `m N s " ° �. ° -3 abutting concrete or masonry shall be pressure treated. L Provide cross bridging at all midspans of joists. N m r of a" BIDE PLATE 2- 2X8 FASIGA Lumber grades A 2-2603 L /e -3 • CC s BACK PLATE GENERAL : Contractor shall verify all dimensions n the field Stu ds Standard grade or better '4" SIDE PLATE ., ar„ ''S q 3 �a "0 MB. and shall provide adequate shoring and bracing for all Joi Douglas Fir(NORTH) Grade H2, structural members during construction. Contractor shall 2X4 - 7425 PSI I�I +�� . / • 3' OC. (VERY) 5400916 notify the Architect/Engineer of any deviations from the • 2 %6 - 1235 PSI 6' �� / drawings. O CODE: UBC 1994 or latest _ _ s a 0 MB. 2X8 - 1140 PSI 2 %10 = 1095 PSI • 3 (VERT) / 4 ,_ s4, adopted edition. eams Douglas Fir Grade pl, Ib =1750 PSI K/9 -3 �� 2 MB. Posts Douglas Fir Grade 117, (b-1750 PSI Y � m • 3' 0 OG. (YERT) LOADS: Roof: 25 PSF • g ewer_ 1 I . -- Wind: 80 MPH GLU- LAMINATED BEAMS: Al I glu- laminated wood beams shall be 0 Seismic Zone 3 Douglas Fir Coast Region, kiln dried, Industrial appearance, g 54009 e-44"C0151. 1 stress grade combination 24F -V4, E = I,600,000 PSI, fv = 165 r i R 3 "00 (VERT) 4" SIDE PLAT 'Q "BACK PLATE FOUNDATIONS: Soil bearing pressure is assumed to be 2000 PSF. PSI, Defl c 1/380 span. All gIU -I amt nntod members must be F > Exterior footings shall be at of 2' -0" below fahr tested by a rota gnizetl glu -I amino led labrlcator. Submit Q SeX19s 5400911 shat l bear g o s rade ar a s shown n draw ngsmu Slabs and footing shop drawings prior to manufacturing and erection of all undisturbed oil or on compacted fill as beams approved by the engineer. �i Q d ROOF, TRUSSES : Manufacturer to submit shop drawings to Contractor to verify d 1� soils bearing capacity to be 2000 PSI Architect /Engineer for approval and conformance to plans , i , QW from a Gen Tech consultant before start of any construction and submit such report to the Engineer and Building PLYWOOD: All plywood shall Conform to U.S. Product Standards. Department, O DETAIL ® DETAIL O DETAIL CONCRETE: F'c _ 3000 PSI All nailing shall as Indicated on the plans. Contractor g shall request a nailing inspection Prior to raoling.All 3/4" • V -0" 3/4" I -0" 3/4" i' -0" fc = 7350 PSI extar exterior plywood shall be CDX grade.. 5 1/2 sack m' NAILING SCHEDULE: Z A dd air entrainment to all exposed concrete Joist to sill, toe nail 2 -1Ed 1994 l Br idginp to foist (ends) 2 -10d PenITr nspncIIon to rnT IPt2' pnr 1701.5, item Top plate to stud 2 -16d a. i BC Corner studs build -up 16d @ 24 "o.0. Header to stud 4 -8d • I' -3" REINFORCING: Slah. dowels and welded bars to be Grade 40, Blocking between studs (toe nail) 3 -lEd fs =18000 PSI. All other reinforcing steel shall conform to Ledger project Ito.: Lad to stud wall 2 -16d @ Ca. stud 3X. 4- 3/4"0 1123. ASTM A -61 Grade 40. Lap continuous reinforcing bars 36 Wall plywood sea plan � 2X4 I diameters. Corner. bars shall be Roof M /S -3 rot nforceme ft. Detail a provided for all horizontal plywood sea plan file 110: _ FILLER ON BACK BIDE accordance onto with ACI Manual or Nailing • Standard Practice of Nailin Schedule 23 -I -O FL 2X1 • -0" EA I/1 " SPADE �l a structures. MASONRY: Hollo concrete masonry nits shall be 3- 3/4 ". MB. TNUR - 4" i z t m y u grade N, TYPE WNIABFI' ' V4" PLATE -�� — I /4 "9IDEPLATE 9s 3" Into (exposed) in lifts P51. Grout all con center. containing pe drawn by: 5 e X194* r Formed 1 1 2" / -I/ PLATE a / reinforc n lifts not to exceed 4' 0' on tenter, Special GLU. LAM. 1 1 5 - -. •� �� Earth 3" Inspection required ® = j •� 1\ e �� 1'I 1/4 a B8 KIM S iRUCTURALSTEEL Structural steel q 36 Re Vertical9u d by 2 NS at wail ends ends of openings. checked by; / Allowable stress f's = 20,000 PSI na - other locations spaced at 32" O on 1/4" PLATE I va' ... ,� 1 n5 c ed at date: I 3/8" PLATE MISCELLANEOUS STEEL: Miscellaneous steel shall Conform to A38 Horizontal: 2-N5 t top of all walls 'and 2 -a4 at 15/10/% 2X4151�� _ ,e� \ 154 0>'3 I/4" PLATE - 'tea V - '� PL53 /d "X3/8" Id shall be 3/16' m nimum. All welding shall be done by intermediate band beams at 4 -0" on center revisions: 3/B" PLATE WA c f weers qll machine halts shall be A -307. All (max.). to encho 'rtl ld rs shal . t be per IJBC Table 23 -I-Q, unless Corn r reinforc b A4 % 1' -6" X 1' -0" locations 10/10/'8 • I/4" PLATE i8 dX4Xl /d »axaxva �� I otherwise specified. I/2 "O S�PS WELD - •' / I 1 i Bond Beams 2 - 114 to d bottom t all support p 2 -119 bottom et other locations. TO TUBE. BOLT 1 • I LUMBER: All grades shall conform to WWPA Grading Rules for Grout Type S, f 0-2000 PSI with 3/8' aggregate. �L{. TO 9X4 15 2` - OG 1 1 - \ ! Western Lumber All wood sills in contact with concrete a r PO4x4x1/4 , , 'e �5. i s be pres a t r e a t d Anchor a l l s i l l plates embedded In concrete with - 5/ tl a,. anchor bolts at 48" ont enter,. • Laser Wash: Su bout shop drawings for all connection details 3 /B" PLATE unless e the Ise specified. All posts or . lumber resting on or before conatrucion of emu walls. O DETAIL O DETAIL © DETAIL 3/4" = I' -0" 3/4" • 1' -0" 3/4" • I CITY OF TUKWILA APPROVED MAR 2 0 1996 • AS Nit sheet:' of ®�, B L G DI RECEIVED OCT 2 4 1995 3 -3 3 �.... _ zw. -. . upiTI .- .,� -*r•- . rm..,..-.-. P..•�- ,:, +,• -;.�. • tp*r „+�•* \ J '.... T I I ljipl o ir r 1 ff i t !I Ili fjl Ij7tj1171 rr I I ITT _ s_ - I'T I � I I 11�Tf I r1 T'1 I PT Irl' jlffRfT�Rr1T11f11 �nC111�1T11fIIP I �;,4 �,.,; - -.. .- -- _ _ � ..- ..=,m....�.__ . .._.._. ___ . -.:_ _____ 1 ! 1 HVAC SPECIFICATIONS \ lk 1.00 GENERAL 2.00 MATERIALS (continued) I1 .. � 310 C- 1.01 SCOPE: Provide all materials, tools, equipment and labor necessary for the 2.02 THERMOSTAT: Thermostats shall be Trans BAYSENSOISH, or approved equal. I �' 0 0 heating, ventilating, and air conditions system. __ 2.03 DIFFUSERS: Supply air diffusers shall be Shoemaker model '100 MOA, or approved equal. 102 REGULATIONS: conform to requirements of the city of wattle, state of washington and other applicable ordinances. 2 .04 GRILLES: Return air grilles shall be Shoemaker model 900 TFG, or approved equal ,I' , � "©i / 1.03 PERMITS: Building permit will be obtained by the owner. 2.05 FILTERS: Air filters shall be Fram, or approved equal. 104 DUCTS SIZES: Ducts to be sized as required. 201 EXHAUST FANS: Exhaust fans shall be Penn ventilator, or approved equal, with back draft damper. I� `I` ❑ 1.05 COORDINATION: Contractor shall examine the site to confirm existing conditions . 3.00 EXECUTION I/ iili � '' and coordinate work with General Contractor and other sub-contractors. Installation of m all piping, ducts, and equipment shall not Interfere with structural members, framing, 3.01 HVAC SYE - EM: Install ducts, diffusers, grilles, and all other equipment Including controls for -�•■ It lights, fixtures or other Items, the complete system as follows: 2D0 MATERIALS a. All work shall be performed In accordance with the best "A5HRAE" and I standards. ■■■■ Metal duct work shall conform to "ASNRAE" standards. 2.01 UNIT: Packaged rooftop gas /electric unit shall be Trans YCD090C31 with VD MN 10 0M�� . d,•.. 1�1 p a. 1 I/2 TON UNIT: Packaged rooftop gas /electric unit shall be Trans YCD090C3 b- All metal duct work shall be Insulated with fiberglass duct Insulation ps4placed Inside iJ with economizer and curb, or approved equal exposed ducts and outside interior ducts, and fastened. in a secure manner. 260 UNIT DATA: c. Flexible duct shall be furnished with Insulation and lining of non - combustible material. Y '0 Terminal Type: Constant Volume Flexible ducts shall be limited to a maximum of five feet length per connection. , w ND J L' N Supply Fan Type: Built -in Packaged Unit Combined Fan/Motor Efficiency: 80% d. All duct dimensions shall be Inside free area. 280 . FM Building Supply Air: 3,446 CFM I� O Building vent Alm 232 CFM e. Joints in all air ducts shall be sealed with approved mastic or taps. All round ducts shall be t m W Gross Cooling Capacity: 92,000 BTUM wra pp ed with foil duct wrap. p' L. N 0 3 at N y Grose Heating Capacity: 91000 BTU/HR E All low voltage control wiring shall be Installed by Contractor. I 1.1 C N W EER S.9 Weight 950 LB5. g. After Installation Is complete the entire duct system shall be checked and balanced. U t) histling I Z 4: I or ex noise is not to be present In any form. / s 10 "0 L. O) I N a. 3 TON UNIT: Packaged rooftop gas /electric unit shall be Irene YCD036C1 � 'I El _ m C 7 _I���1 with economizer and curb, or approved equal, h. Contractor shall demonstrate system op eratio n to the Owner's representative and prov 2 CFM .7 c t N 0 UNIT DATA: Owner with complete operation and maintenance manuals. I� ill..- C m O O Terminal Type: Constant volume Q > i N Supply Fan Type: Bulls -in Packaged Unit I. Contractor shall warren! the complete system for one year from alert -up date. , i � 0 Combined Fan/Motor Efficiency: 80 % �'�' 0 0 o B Supply Air. 1,200 CFM 3.02 INDOOR AIR QUALITY I ['[ /).■ > Building Vent Alm 122 CFM 1. ,- a1 Grose Cooling Capacity: 31,400 BTU/HR a owteide Air Requirements: m Gross Heating Capacity: 62000 BTU /HR 11/2 ton 12 persons at 15 CFM/ person = ISO CFM total outside air 00 r 0 N CO SEER 10. 3 ton 1 persons at 15 CFM/ person = 105 CFM total outside air ' Weight 110 LB5. I CC N b. HVAC units economizers shall be set for above minimum outside air. ❑ t / _ /w 1 "® c. HVAC units shall be set for continuous operation -- 2 -0 I RAJ941a � MI Z 4X �. �ll I I 0 C W 50 C ■ ■ ,'� I�. 2 `10 . a Z `O F FG B NZ yz z a WJ EXHAUST FAN 40, I ME V fn 0< Z a 111 LLI 50 ' � � � 1 TO ET ��__ �___ L IPU _ 0) a y x ■ Y Z � II. - - - 3 0 e. U `'.■ m c r z o lot I n , 1� protect no.: ■■ , - I WALL GRILLE file no: • , 5410 -MI \ ::: by: R o �I r , date: m m cr P 5/31/95 - revisions: J MW1A AL ►sTa c us �tistcusoiR � WA SrA b9 � HVAC PLAN , E et { e' U1- TS Z A sheet: of G RECEIVED • - • n fit' cI ' TVOF":4 y N t � t `' 1�� SEP 0 1 1995 i PERMIT CENTER i zi. DOOR SCHEDULE ry - -- IS GA MET FASIGA - -- .. u I y NO[ LOCATION DOOR FRAME I fARDWARE NOTES Ci 3" De 3" D9 I N -I _I F I J ` cMU STD. UNITS _ - z i i N SCORED JOINTS I I I V of W of F U O F 9 7 Q Iii U F 0_ F F U F 0 0 - 9 1 F E F E 01 _i_1 U 0 F _ I � I I I 1 1 ■ 112 TO MECHANICAL ROOM 4 ' -0 " T' -0' . 4" STEEL HINGE STEEL 0 \ J O C) O t FLUSH STD. OINTSS I I I I I I I 344 TO WASH BAY 10' -0 9' -10" - STEEL ROLL -UP STEEL * * BY DOOR SUPPLIER "i I I I I - MANUAL OPERATION 1 1 I1II ( 1 6" CONC. CURB EAST ELEVATION 0 - TYPICAL CHEVRON COLORS 3 i e" GRAY STRIP ✓� 2 TUBE C LC WEA HER - UEE - ROOF LINE � j9 III" WRITE STRIP I 111111.11111 I -e.14 Q ��- 18 GA METAL FA91GA BLUE yv„rc GAS VENT E � 0 cMU 5TD- UNITS y , • SCORED JOINTS —_ _ J 7 1 U 0 ��� __ _ LIGHT GREY - FAINT 0 N O m0 CMU STD. UNITS ; PREF INI5 : D META_ - 6• FLUSH JOINTS - N M W . -4-- D GRAY - PAINT LJ N ' W O m 6" CONC. CURB M1 i 0 C I V I ': " M■■■ _ - - o N SOUTH ELEVATION � ' T LACR Pte.: ` ��X � T !� p r m ° X RI -Y L. ?IONS G In m CC N N IB GA METAL FA91GA ROOF LINE ` i 4 ul 1 C* LIGHT CO GMU STD. UNITS CEILING PLAN _o SCORED JOINTS z ~ F 9 F = 7 _ 0 p W m 1 I 43 .4 N Q 3= a C 1■ ■ o GMU STD. UNITS 6 -0 W rn 2 " Z 111 FLUSH JOINTS < Q _ ROOF DRAIN 3 m —r te 6" GONG. CURB �/yO //� ROOF DRAIN \ —/��1 ; W a Z 1 I f� �OdiHO / / /O / / /.� /id/ / /iO/� \ /.B _ _ �/ W Q y o V J BARRIER POSTS 79 NORTH ELEVATION °` I 3 if: WATER DI UNIT At METER HOT EAI _ y M\� BACKFL.AIR O O O S _ PUMP r ��J c �R ��f �p ROOF LINE - �\ COMP 0 WATER l�1 � ELEG Y `_Y .. IS GA METAL FASICA 'w� 59 - © project no.: _t —r r TT I r Tr 1 ' �6" CONG STEEL RAJ I,_,I ___ I,_,I LIGHTu 't I MH CD 1 MH MH / B file no: LIGHT GUIDES N.I.G_. 146, -CM — 3" D8 6" TO SEWER -i a - - f : ,,+: 3 TANK 2 - -.: I drawn by: CMU STD. UNITS / / �� 1 J5 - I J ___1L J checked by: �� 9" DS SCORED JOINTS WALL VENT W/ SCREEN ! e "XI' -4" l3 REQ.,: 0 - L J 11 R o s Q I 110,, L IIIIIIIIIIIIIIIIII Ii11IICiNIIIIIINIIIIIIIIOIIHIII date: 1,95 e �� cMU STD- UNITS � \ \ I revisions: 'T � FLUSH JOINTS _ , mil T ADLE N.I.C. in Q V �,., 16" GONG CURB O� v i- LAERDRI N.L0 6" CONC. FLOOR POST COMMAND WEST ELEVATION -. ROOF DRAIN ROOF DRAIN 4" ROOF DRAIN r IA . 4" ROOF DRAIN { . FLOOR PLAN 111 sheet: of . j ii;) C31 .0 DaZiti C 4 RECEIVED CITY OF TNKWILA SEP 0 1 1995 PERMIT CENTER .. r Y.srrm rrirrrrrmrn rsrr.. .,__„µrv.mrrr r 1rli rmi�rirT'rrvn.rn rr.ri...+r Iry nri rrrfi nYnirrl'IYIY ITnfinin .z�.� + '.. " un j0 A ! It 1 ! , ! , , ! 1 1 1 1 1 1 1 ! 1 1 , 1 1 1 1 1 1 1 1 ` 1 ! ! 1 1 ! ! ! 1 t / 1 /1 1 � %1 I 1� � l' - IR" 3' " -10 l /8 A l A , ,,V 3' -11 9 /B" J STEEL ROLL -UP DOOR �'`'" f MANUAL OPERATION (4) BRACKETS ��_ r r DRIVER SIDE RAIL I , J CMU STD. UNITS I '/ W/ FLUSH JOIST 9 g S � I t EPDXY FINISH a o a 1 � s 1 _ Z ty z? '' E&42ir U DIRECTION TRAVEL I d+ N V Na "XIS "XI�4" STEEL m O / PHOTO EYE LOCATION 6�� �� FRAME TO SUPPORT GRATE r ._ W N' 5" GONG. APRON �" V 701 N M� L. Z o f1— __OVEI"EL O TANK .1 + \_ I N LT N m C -Y W/ 50 MESH SCREEN 4" GRAVEL C C 42 N I In to o S.) N O = B O III- I4' -0" 4" CONC. T ANL WALLS 1 . > N 0 0 cn TD LO co CC BRACE TO ROOF EAST WALL ELEVATION AND SECTION ���III . U DESIGNED BY FASIGA AND / ' ' \ \ \``` ROOF SUPPLIER / 4. 1 18 GA FASICA 18 GA STEEL ROOF 1 GUTTER l s , 1 __ GAL. STEEL ANGLE DRIP IP Z O �i 1i% 1.7. n W= ' � � �1 7' -B I R" 4' -0" 3' -Im ," T' -8 I/1" 1� a = �O CMU BOND BEAM /�, O MANUAL OPERATION O I/ CMU BOND BEAM F C � = CO STEEL ROLL -UP DOOR - - • _ y Q J= Q y Z (4) BRACKETS I�� W y = Q 7 Q H >... i U y a la' -m" N PASSENGER SIDE RAIL y 4 ?Cg CMU JAMB CMU STD. UNITS a - 3 LLB N I ' 0 W/ FLUSH JOIST II�� , ,z n 'I(lij - EPDXY FINISH IU ' �J 4�T 0 ROLL -UP DOOR TRACK \ ( �V ; � \0. E I PHOTO EYE LOCATION 6" SO.BARRIER POST project no.: W/CONC. FILL RAJ94I5 DIRECTION TRAVEL I III' file no: I e _ 9415 -C.W2 B' -Im 3/a" m drawn by: i+1 J5 6" CURB ]B" DI4 MH 5" CONC. APRON checked by: 5" CONC. APRON 1 6" SLAB R 0 - date: 9 `9 5 /3I /95 1 � _ revisions: MN. OF 1 F OR MH � b" ABS TO SEWER - _ I, O r C 4" ABS FROM TANK M — —� _ - TAN 2 _ . 1000 GAL. m 0 TANK "3 Y Y1 • 0 4" CONCRETE WALL AND BOTTOM Y ]m00 GAL. / r - L m T_.i-" 1:615...... sheet: of ba zi,...1. PUMP CONTROLL SWITCHES (2) It/z" GF'VG WEST WALL ELEVATION AND SECTION DECEIVED CW2 C ITY EC IVED L1 SEP 0 1 1995 t / / , *' PERMIT CENTER -... 1 1 ,rrtrn , � n n:r ° . __rrrmrr � `� h rrrrr i -' fi� 5 �r�.' "r •m - ' l � ,. i I I. -r 7"'V t �'^ Rs+x . :::. . I I ' 0 0 A 1 / �___.-- Is GA. FASIGA s MINN rE GMU STD . UNITE L W/ FLUSH JOIST VA VERIFY ALL PIPING em M P. GOLD I" GOLD E FA II" WART WATER , VA �'�� �/,/� DA: SOAP AND WAx 4" ♦VENT // \ Pi B V' STD. GMU I DG� � SCORE JOINTS 6 9 w N.m1 PUMP k ELEG r7 - BP vAL• E E p_a SINK 1 AIR - METER - a" STp. GMU RECLAIM r DE- IONISE UNIT GOMF'RESS02 V O FLUSH JOINTS WAX SOAP HEA ER HOT WATER M N 0 0 p _ 9TRAINI� _ _J - I_ b. tn � N; TWIT I I I c N 7 w o I p) z •- '1, SLAB 3 4 , CONDUIT �� I" TANK ABS 2 FROM I" WATER MAIN - 40 Pal L I N PUMP CONTROL 2" ABS FROM (2) I15" GPVG a �4" GRAVEL TANK 3 TANK 3 - RECLAIM FROM TANK 3 .0 C 2 N O SECTION AT MECHANICAL ROOM II a3 ( „N O r o 4o,N.. � r O Q ® m T o Nm i x N I • y S / I GUTTER 1 ' I n GUTTER GMU BOND SEAM I r; GMl BOND BEAM pr'' GMU BOND SEAM ZZ FM ROLL -UP IIJOOR " ""' "" II Y , rd I! 8X16 VENT W/ SCREEN y Z 3= y N I - �/ A yV 3 REQUIRED Q .4E Q Z , "r//�// '-" " -- CI STD. UNITS V a ?3 3 9 EAR W/ FLUSH JOIST _ Q () V a DR IVER SIDE RAIL g V y ILI ,ffl PASSENGER SI.E RAIL y a F v 0 U. a" ETD. CFN V fe SE E ELEVATIONS FOR JOINTS A , Fa LI rE project no.: � u i///� RAJ94IE NITS ��_ W/ wi F FLU SH JUo1aT file no: reA D EXPDXY FINISH drawn by , r/14 p-rA J5 re I checked by: R O .wwwww. date: BIO -SWALE % %' 1 5/31/95 TANK a - J revisions: r 1 J TANK .2 1000 GAL. r�F'RE- FABRICATED TANKS f5(1 ® sheet: of SECTION AT ENTRY gECEWED �� �" • )' -0" CITY Of TUKWIL,, SEP 0 1 1995 PERMIT CENTER -- ,_.". - �...._.,,.... ..," w ..r....... . ,., . - . .- ac.+rx'u� -" sa�u""'°'" , ="'"' -`."` -: ' .........,..�: ?'°"�Wi�rrVF- ro :F: _ _ I . ;�.,..,..,. ..�� . u... .� :fix- I AF D • ROOF AND BIOA DESIGN i p,_, �\ 0 ROOF I AU. W SIDS . • ,, I ) um BRACE TA WELD TO CHANNEL PER bin‘.. (Tyr) W/3" STANDING BEAM TACK WELD TO CHANNEL IS" STEEL ROOF PANEL I I IB" STEEL CK ROOF PANEL ROO AIN ROOF /� W/3° STANDING SEAM W/OVE�LOW W /OVER 1 \ e•. IB GA. FABICA / � IS GA. FA81GA �� 12' -0" 1 I .../ DESIGN BT SUPPLIER 14' -1" hi, 6" CHANNEL W/ STUDS 1b° OC ■I�'" 1 I GHAI•MEL W/ STUDS 16" OC tCF - _ _ _ _ - O t TOF_ _ _ / 1 �a 53 . 5°/ 2 "X2° CLOSURE ANGLE - ��' J _ __ — .,P , 'y s GUTTER BOND BEAM 9 GOVT. TTP. M WASH BAT � BOND BEAM 2 _0 C,_0, sir*: BOND BEAM I j s VERTICAL STEEL � � � s y ti © '<6' B" STD. CFRI �F SEE NOTES VERTICAL STEEL �:. /�' F _ SEE NOTES 5.-10" !2I - 9 CONT. TSB GAS VENT BOND BEAM I O 14,_,x, PLU`1B - VENT �� /C3 I TOF/��\ / 1 r ___ ____ _ _ -, �/ Wk, u WAL L 3 _ wv, O DETAIL O DETAIL DETAIL B GA.PER M TE@ I " OC. GUT • ROOF ~ � W/ BT AN,311�3 SEAMS A L U...• PER 5 SEAMS A E a4n 1 ,_ 0 „ a ° 1' -0„ a4 " • 1 3/C9 - O N I 3 N O B ,. I j.' } t p2p I a e^ STD. cnu - V N m M Y F II 2 I VERTICALS TO MATCH VERT I . m IN GONG. WALL c N , m ■i A w D d VERTICALS TO MATCH VERT. e" arc. CM cn r. Q CCNTJ tl�j I- B C I N J �_�' I- .4 I � M. R N Q' -0 BGT. OF 7E r.K d ASPHALT 4" CONC. 4" CONC. TTP. j/ I I __ r ___ ___ _ Iti6" 7 N U) VI I 6" CONC. I - O C m O O p• TOP OF FASIGA ROOF DRAIN 1/CS ROOF DRAIN roc O 2. -C m O U e 9 � _ a ° e4' -0° CC. • Je W /OYEI�FLOW W /OVEI�LOW 7 N w OLLELS 2- 9 IGGNT, ROOF PLAN w , .. B B" CONC. WALL. lTYPJ I 2 i/4" • I' -0" - 0 - m O 2'_0" CC N 2 - 9 CONT. MTYPJ \ / O O N q g -I O DETAIL O DETAIL o 4 • I,_0,. 5 43.-4" O G to 0 6 ' -0 " a E r 'o Z c4 y Z; yQ ,. I VERTICALS TO MATCH VERT. r - . J A� 'LS /'� Q ;Ix Q Z IN CONC. WALL m^ — 7 I W CO 3t 3 REMOVABLE I / S" STD. CMU J r "A%'CONG. -GtlRB -I L �/ ; a � ` STEEL GRATE 3 p' J - � U! - U J ny'x1 ,"Xy^ 1 R % m a" cON W < �" Q col U.1/1 STUDS • 2' OC. SLOPE b" CONC SLOPE I- �4 (CONT.) 0 Y FLOAT FINISH W - \ B l 40 W/ b MIL YI9OUEEN NO PAINT a W _ _ \ - -- GRADE W/ 6X6 -0/10 WWI'1 3 r �� F' j- , 4" GRAVEL 9 /G4 O U % • TOP lTTPJ � e en p . IUELB .i_____ M DOWELS � L - 6°caaC �eRB J I ` - - - - - 0 SF'Q P h�- R . 4 �4 DO CONC. W ALLS 6 S i' GONG. WALL ITT t' I m , VF` N W y ' I 4" e BEE NO FOR REINF. I , Q 0 1 0. T _�____ I 15'_6" 1 r rr , y i Wi- ry •4 •I2" OC EA. WAY F- r0 ect n0.: L PROVIDE CORNER BARB r y MH MH 1 MH M H p L • — • AT ALL CORNERS TO ®' - 1 O 1 -FAB O AB � B /C4 V 19 C4 �,\ FTR B / _ E =T: " CONC. FOOTINGS GRADE ,'_B" 9 CONT. y n - 76 \• LL 3' -0" I I I 10'_In B'_3 / " file n0: (° k 2 - 9 GOVT. I e L -,\,\,,,,, 12.--r, 12.--r, I I ____ 6 /G4 I / SLOPE 9415 -LW4 ill { l am` J drawn by: // r Z?_ - m IIIIIIIIIIIIIIIIIIIIii�!L I IJIIIIlIIlIIIIIIIIIIIIIlI I , t- - ---0 checked by: DETAIL DETAIL R 0 L 14'_0" \ 1'- 9" GONG BRUSHED C > .. , ,._0 24. • ,, - ®„ 6L -PS 0 9' -0" I \ _ date: 6 -1 , b CONC. FLOOR Y W/ bX6 -70/10 UUA'I 6/31/95 . C. V , FLOAT FINISH 4" GRAVEL 5" G E - D C S W/ b MIL VIBOUEEN revisions: 1 - WI 6X6 - •10/10 UAU"1 y 1 -J J— I 4" G RAVEL 6 CURS EXP. JOINT , I J 1 , L COMMAND 0 4 DOWELS • 4' -0" 1 . y _ _ _ _ / - 6"'GONG. - CURB i - I -a POST O ASPHALT S" GONG. 6" GONG. 9 CONT. lTYPJ I rr- — I _ 4 1 ...1 `S .4 DOWEL • 4' -0" OC. 1/G4 I B" CONC. WALL eTT'PJ ` O � _....1b."1._ CONT. " B 2 - ! GONT. Efl FLOOR PLAN 1:11 2'°" '1 sheet: of • 2 O DETAIL O DETAIL al c wa a RECEIVEC -- -- CITY OF TUNWIW • l SEP 9 1 1995 PERMIT CENTER / .'.i.� ..r3 ......r r. _., ut.,x' .. xm_a a,.. ,�.. •u 3.�m.�.+s _ tiM9 P.nrvun�u i'ti:!±?Y%dNe fi .�._.... ._. .,vuamn .!VlT me.K#' '.. .x�.�v .... ,e c.,a^ , c .,_.. .a . r. ,.., �. ., .. ......a »•..r4' ... 2 %7 WELDED WIRE FABRIC OR SQUALL - STAPLES OR WIRE RINGS (TYP.) / pf EROSION /SEDIMENTATION CONTROL NOTES . RATTER FABRIC MITERW. PM tOOX OR EQUAL I I IttlL n 0° ff�f f ? 2 THE IMPLEMENTATION OF THESE ESC PANS AND THE CONSTRUCTION. MMNIENWCE REPLACEMENT, g 9 9 a d I A ;a I.'. I . II � - . . b Ll' W' S y AND UPGRADING OF THESE ESC FACILITIES R TI RESPONSIBILITY OF THE APPLICANT/CONTRACTOR CTOR UHHL E� pr c, ALL CONSTRUCTION IS APPROVED. f n 1 , - .® e / 3. THE BOUNDARIES OF THE CLEARING SHOWN ON TES NMI SHALL FLAGGED W THE U \ / / �/ 1 Ilr 3 0 .1 0.0. 1 BURY BOTTOM OF FILTER FABRIC FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PEAI00. NO DISTURBWCE BEYOND THE � FLAGGED.CLFNBNG LIMNS SHALL BE PERMITTED. THE FAGGING SKILL BE LWNTNNED BY THE D MATERIAL IN 6X6 TRENCH APPLICANT /CONTRACTOR. FOR THE DURATION OF CONSTRUCOON. F / / /�� ^ \��` 'W 4 1 . TX AN E D ESC GRADING FADIM6 ACTMIIES, AND IH SUCH SHOWN ON T1R PAN A MWNES INSU MUST AS 10 lE CONS11407EO RE TRA T IN CONJUNC LON AD WTTH EN ALL WATER CLEWING 00ES NOT / ///� \ Ra2S MIrv. / � �. /VAJ U / ENTER 111E DRAINAGE SYSTEM OR NOUTE APPUC BLE WATER STANDARDS FILTER FABRIC MATERIAL 10 I NOTES (OPnON.LL) • WL 3/4 TO 1 ES WASHED ROCK 12 MI . VVV��� `y o y15�51 o PPFI 100% OR EOUPL N S OR PEA GRA VEL CN BDM BIDES OF FENCE i0 5. THE ESC FACILIES SHOWN ON THIS PUN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE YXY%t4G. WW F. CRATE A BEVEL SHIPS A. Q YY P PfP CONDITIONS. DURING THE CONSTRUCTON PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G. . - 6 QUWRY SPA. ft ADDmONAL SUMPS, REDUCTION OF DITCHES MID SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM / 1 WASHED GRAVEL OR 2. FABRIC SHALL COVER GORGE OF 6 %6 TRENCH EVENTS ) V PEA GRAVEL AND EXTEND BEYOND THE UNITS OF THE GRAVEL �p� CONSTRUCTION OV l l NECESSARY IN ORDER NN ON- THE ESC F Y TO EN SKILL R INSPECTED OVLY BY THE UGW NAI T /COFRRILTOR AND NTNNEN AS //}S�� 1111 _ .,k W YMIN. AS SHOWN SHOWN N IN 111E E lYP YP. CR CROSS - SECGRE g T NS. ST N. NECESSARY TO ENSURE THEIR COWMEN NNCIIONINC • t.l.., ° I L, III I f _ NO SCALE 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO RATHER WORK S. w R AMICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDUTELY 555512ED WITH THE APPROVED ESC METHODS (EC. SEEDING, MULCHING, HEETIHG, EROSION BLANKETS. ETC.) . W � 2 1 COOS S B. ANY AREA NEEDING ESC MEASURE NOT REQUIRING IMMEDIATE ATIEMTION. SHAD SE ADDRESSED p/7 ® WITHIN FIFTEEN (15) DAIS. V � ; i SILTATION FENCE DETAL HE ESC F D I ES ON IN E N HO E B URS ES FO SHALL BE INSPEC FD AND WMNNEO A MINIMUM OF ONCE (3 6 l x . ' 1 A MONM WTIHIN TH !0 LLOWING A STORM EVEN. ' 1 . ' D 1 W NC SCALE 90. AT HO THE SNPLL. MORE 1HW ONE. FOOT aF SEDIMENT BE Al1AWEO 10 ACCUMULATE ACCUMULATE WITHIN A CATCH LLI �y % ._...� OPEN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PARING. 7HE CLEWING > P .? 0 Q - OPERATON SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSREAM SYSTEM. W Y e FILTER FABRIC TUCKED 11. SUBILEED CONSTRUCTION ENIRWCES AND WASH PADS SHAD BE INSTALLED AT THE BEGINNING OF /E•• .� ENDER CRAZE AS SHOWN. CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ANDREW. MEASURE AMY BE LL tYI, D TO INSURE TIM PAVED AREAS ARE KEPT CLEAR! FOR IRE DURATION OF WE PROJECT .( (RCW (RCW 4 6.a1.IF55). UT N E O ,• I, 12 DURING THE TINE PERIOD OF NOVEMBER 1 THROUGH MULCH 31, ALL PROJECT DISTURBED AREAS CREATE/ .. V O __J -L Wl T 5,000 SQUARE FEET 01ST ARE TO BE LET UNWORKED PER MORE TWIN 12 HOURS SHAD. BE COVERED mC BE APPLIED AT A FOR . N ii` TTA "•� ..� J•�II BY ONE OF THE FOLLOWING COYER MEASURES: MULCH, SODDING OR PASn0 COMING. CC O ` • •r, Iii • IIII 13. SUE PEWRDRT RENENION/OERNEON FACILITY USED AS A TEMPORARY SETIIJNG BASIN SWJL BE II I I E _ o . _ EO SUMP MTH / MOONED WIIH HE PERMANENT EROSION TO FUNCTION MEASURES AND SN PR P O E STORAGE Y.1 7 (n CAPAEl1Y. IF THE TEAMA LL N FACILITY S 10. A ALTMAIELY AS W INFILTRATION OR DISPERSION z `. (n N 03 SPA QUARRY CATCH se SYSTEM. THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTING BASIN. NO UNDERGROUND �. (4) DETENTION GENES OR VAULTS SHAD BE USED AS A TEMPORARY SETTLING BASIN. C IXIST SS MN IN. WHERE SEEDING FOR TEMPOPWY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SNM11 BE W Q N I APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNCLL RYE APPLIED AT APPROXIMATELY �. Z +- i N CATCH BASIN PROTECTION �`\ BO POUNDS NU ACRE). . V VJ"� r Nfl BASIN 1-fN I I GV I NIA C �• 16. W MI I NIM U M 1HI MULCH TEMPORARY EROSION CONmOL R REQUIRED. C SHALL J. 7 m C In ,a NO 50055 \ \ \ \ O MINIMUM 1HX](NEWS OF TWO INCHES. C m � P' p-- h COST. . O Nt Q > N 0 a e 0 `m3 NN. �\ _ a a ST .B. O1 m • � � ( � q C A F /C y, c •c� GHlti Y — Spy jTN B � . Z A O O ��a = X • ' O ` ,,,,o 0 L� �� � IX SD AIH fn I I; F 3 , II o 6 adopted standards or ordinances The responsibility and omissions which do not authorize violations of o • W p • , for the adequacy of the design rests totally u.lh Z If tit the designer. Additions, deletions or revisions to FlN. FLOOR D.D/. 16.26' • u °• /„V1.5-------- these drawings after this date will void this • acceptance and will require a resubm `p CC ntal of s I w a �-" � /� revised drawings for subsequent approval. FIN. FLOOR ELEV. 17.92 1111_, � . roject no.' I ��, ./ ■ Final acceptance Is subject to field inspection by P I � � � 'W � 5. __ m the Public Works utilities Inspector. ' In R / �as4ia \--- �• ' 7 / ` 7 Date: 3/2/96 B y' �/�P -�v-i file no: EXIST. C.B. l ( V 9418 C1 f . • S o drawn by: —.....11111/1 111, a A. . ** /. / i/ RO /SIN ,� checked by . •, ;�,� � :SPILL. CB . c ION ON '2' ' R° iL aI A11 O(6NNG CBe � date: Z 1&' \�� =N . 0a -28 =96 ' 0510 111114 �I —OH TEL �� P 2 EXIST. C.B. ' CITY REVIEW COMMENTS 2 -9 -96 ADDED WATER / MAN ALONG MARGINAL 1�/ WAY' PER CITY OF Wei' � C TUKWItA REQUEST A w PA IN SILTATION FENCE �� 1116 I LIA Ir611 111 1 1iI ci- % TO REMOVING a (q( • a 2 A`^ P RECEIVED • e f � G�`vr / � M AR 06 199 6 'C �f`P sheet: of TUKWILA �� • ®• oa � ° PU BLIC WORKS SCALE: 1 =20' C1" 8 \ - \RUC _ r 02/09/96 15,3400 JPN C\J Ll C1 01100 JPH 02 r.: -++ as0.A, e..+{ Y. mreme�v-. 6, nvz+!�#wT+dnrmr...:v<:nd.+vn... ..tihw.+.mvhewsw.•.r._._- .-.��. �- _._.__j ..._ —_. ___. _..__ —3fdIW .! `�� - , �`_. i __� s. s 53.24 Rf �\ sD ` - -s _� g.„11 GRADE POINT 9 .8 ,� PHS 31 + _' - '., �",�\� 092. \ �� / .�„�+ - S'p. Z '. �;;-.,�.tir EL 16.76 � '.` ?y! 11' a - _ -.-- >!` - - -- �.. -_ - SD Q _._..,__._� ` E)OSf S'S MH - - -GRADE POINT i --,.-..-1.. _ ._ _ - _ 4r.. -.... o (p RIM 16.08 �,.. PHS )24-59.917 .6890' RT. ? - L/ ' _ --- ".... LE 7.51 8' OUT _ .1 _ .. __ _ - y. _� - • w... `QS ,, GRADE POINT POINT GRAOE;POI EI:-ix69__ - - _ y i L�, - -4-- .u�;- - � " - -. _- _ � _ � � m d ., -mV PHS 31 +53.09, 61.86' RT. PHS 31 +73813; 64.22 RT. ! ' "" 1 - - A _ _ _ �a . EL 16.88 EL 17.13 r . .3 ---`_ 1,. - ,. _. _.___ __ gg ASPHALT RAMP E 17 1+96 1 09, 64.97 TIT. ~ = •-I o i • PHS ASPHALT RAMP ' _.. _ _«� �.. A � s0 E n.1s AA___ P ACIFIC G� - _ Z ` 0 C .B. 113.9 L/ 6 N k ... I.E. 796 ...._ --.- _-,_ `� �P1 - r X I V ` � w WAY S. - -+ _ _ - - .- _ -i ` ""6 S ) ' .� � UST TO FlNISD G E SAD __ 1 ALL SOUD CER (N -20) 4 1� /� SI pE EWER WISH -- __ tb C.B. No. 3 '- \�". O�y f7 ,,p .�� ATCH SE 738 PHS 33 +S 83.29' RT. - -.: -.,117;-- W tt. I " t GE 11384 LE 14.21 4;- •.`� N„' ::. W ° � 0 � �� �� � •M GRADE POINT EL 18.37 ='SL .a � [1111 • C.B. N0. 6 0 �� , , \ PHS 32 +93.57, 72.99' RT. Ir L p, IL 14.35 ,) 0 7 37 :�•:� '4' I - - :: : ..5 a. •l P S TAA 5+C5 MARK m r .. -! ® ))) �� - 'W � VO ( � ' F \\` r B IN &OUT C am - -" AERIAL P K WITH BRASSEY E a .17.0 (NGVD 1929) � _ O V 1 C.O. /// !� 9,, ' '� i , k 5 5 LE 9.56 � D �� LE 6.5 , • 0 • `\ �f�' cc C'' d' :..ER LE 1289 / CON ' - VALLEY G ® J •A , VE _., \ �� v / - L _ �� ® o,'4b r R77 '` • ,' J� `� \ �. ' /' 8' SS `Q `. 0 e : , , \ ,, IX SD MH W O C1 7 Of • i ° � r y C Z L y N.- � `i ca. No. 7 ® / d4" 0 r- ° \\ o j t \ 9 \ • 11. ,, PP (C M ep '� °` \ T 1 /Q I T _ W O l V �, � G.E 16.85. ® Waa L ° %. t �� . +- I i �r ,, jL N I E 14.35 ®E? /"�`_ op e k \ Y A \ t3 / 01 , 1 C.B. N0. 4 j \,s t ~ "- '� j N G 16.10 L I' . CLEAN o \ }ti 12.4N 1.• b eam # LE. 13.50 j _ " GO/ t r f C m m I I.E. 13.62 ` N, �'A ��.y � � _ , CB NO 5 J '( ': i -,/�- 1 Q) > 0 o N 1 � h ' `ry . , - J TYPE 1 s, / //I.0 '+r' s/ Q 3 _, Jar , $ 0 p,50A ,� I.E. 13 6 ". I 5° ! B 1 c�� j Q L p O I <„,.. ° . ® / coae � � + 3 N o 2 1 s ,- ar w tc . c / . 6 w / m r � I: �i; � FIN. RAOR . 1..21 fY 1 I / s ,, ;! 3 / _ _ --- 0 N _ m �{ 41 i jl I 1 I ` C.O `� ELEV J -6/ EMW 23+57.02 POIM 1 " ^ / . / '3, ,� ; . O to .' j I I --- � / I ' 32.7SS�i tf _ - ! y y FIN. FLOOR ELEV. 17.92 • i 4 / �" � � ' .3.;,. oI ,, - EL. 1744 1 y r� \ 551 11 SS LE 11.08 / ..� _ ��A . "� " T /�- 50 . .. 1 1 5 � . 3 6 0 9 8' y SkW 2 l " " l \ Z f "..\ - - ( 'I 'I I C CO MIN. `� " ".�W .B N0. 1 v 85 �'_ tac1 U. I . E 6 . 6 3 E B OX CUBA; wP`� �... \ Z t" .J • _ _.,.., ` I ! _ .__ '1 II ,,. '. t.' RuNKP 'MAX. HIGH r � NP .� 0 y I' G.. 16.00 • NO T TO ° 1 0� _LN L p(`� W ' J g S IM R - � MP. `- j \� I.. ;+ `'�.. i I.E 13090 FIRM FOUNDA I.• �� DIMENSION K' 8.16; : INTO 1* � � V ' \J _ �' L7 " T .y, „ - LS - ' -- ( \ E3� • )'2 WATER SERVICE UNE ' � �VERDCN. URC B " U) Z Z Z .. - "` ,.T. , „... a te_ 3 /4 "IRR'CATION( ( B. NO. 2 �Ex. i to .-> etant %- ' 9 -' \ :,, � I :wc 3 O DC VA G EE 17 17 Fy, ,e y <!� y � OH TEL These glens have been reviewed by the Public - E / -' :- �" - Works Department for conform with current � Z Y Q r WATER SERVICE METER " _ I , L ,,. -" t Y Clt standards. Acceptance is subject to errors ,I o HEIST. C.B. ,GRADE POINT ! _' a EpH IT4_=- '- - -5 G E 16 07 ,9 i 1 L missions which do not authorize violat ons o1 :Lill § a EMW 21 +35.89 2' I • " 1' i r l ~ 1 the al desa Ad esig ons s° il i �ild wn`h a 1°12' Z ; ' - - ' these dgawin after th c is at w o p / TP•F % "'� -. GRADE 22+09.51, 29 LT. - AOJUSNHEIST. TEL MN' acc ept ance an Wi re a res of W � a cj w / 9. 17,33- COORDIINATE wI UTILITY PROPOSED CITY OF TUKWILA - GD. ROADWAY IMPROVEMENT PROJECT evised dra fo s ubse e n t approval. , - j , . _ EXIST. C.B. ? _ Fin nrcepta is ub s ield inspection tsy - GE ,5 AS PR ENTRANCO ENGINEERS mar -UbN° w °rks u peDt o " °r. �- , . -.---- U INSTALL SOUL/ ° (AVER "" (H -zO) - GRA GRADE POINT 51. 29' LT. r ; Date: ey ' V project no.: O PLAN APPROXIMATE GR ADING QUANTITY BY .. ' R CA LILY EL 17.41 .. O _ WITH UTILITY . SHN H 10 Y f o 9418 HEIST C.B. .. - COORDINATE IT . G.E 15.50 „CO.- scALE: 1 -z1 -zD'; 950 B.C.Y. WORT tl � ' l E lit 1 250 C. Y. IMPORTED B K -ILL CAR WASH ,_- I.E. 13.88 1r N-' 9478 -Ct - - CONNECT 6' RL AT I.E. 14.35 drawn by' .. !' 1 , - , ,,y.. ,.„ 00 3.99' . 5.00' 3.00' -" - 4.SU' R 0/ BN _----- r3 ()az 8. ' ,..,),..• checked by R O ' SEE SITE PLAN • deter ( Id ti,.l. OB - 2a - 95 GRADE i ' POINT SEE PLAN 6' 4 18.5' AT EAST MARGINAL WAY S. SEE SITE PLAN / �'T revision.: VERTICAL CURB FUTURE FUTURE VARIES AT PACIFIC HIGHWAY S. GRADE POINT SEE PLAN 12 -27 - ROCKERY 3 -'1 n j, I SIDEWALK PLANTER ' , 6'. • 4 18.5' AT EAST MARGINAL WAY 5. - 95 ADDED CSM VERTICAL CURB FUTURE FUTURe VARIES AT PACIFIC HIGHWAY S. CITY REVIEW COMMENTS ry TOP OF PAVEMENT FUTURE CRY OF TUKWILA SIDEWALK PLANTER " � ' GRADE POINTS (IYP.) ROADWAY IMPROV � EMENTS 2 9 96 AWED WATER SEE PLAN TOP OF PAV EMENT r FUTURE CRY OF NKWIIA TYPICA SECTION MAIN ALONC MAGGINAL GRADE POINTS (TYPO WAY PER. CRY OF FINISHED GRADE am.....___ SEE PLAN l ROADWAY'IMPROVEMENTS BIOFILTRATIO N SWALE SEED MIX NKWIU REQUEST ,°,,,,L{,,,,',:,',"‘ rr '. _ FINISHED GRADE ' - - -_ -- x MIGHT S PURITY z GERMINATION 3x'-98 OCATION 4NG PER Ca � J - O _ - R ED FESCNE 35 90 90 WATER SERVICE HEISTING GR __ T� _ - - -- (Fest.° ba) -. ■ LRY •OF I / - -- - - -- - -- R E D roP 35 92 85 TUKWILA REQUEST L 1 COMPACTED FILL ) j0 HEISTING GROUND - -- _� TOP out J HEISTING CATCH BASINS - y AS REQUIRED L7 _ ,I MEADOW PoxraL 35 90 80 r'�', ASPHALT RAMP I JJ Wsvvcuras 044910 m MAR 0619 sheet: O} ' Y. TEMPORARY DRIVEWAY TRANSITION '.SET TOP ABOVE PANT. GRADE � � N G ASPHALT 3 SURFACING BFILTRATION SWALE DETAILS .T ASPHALT. TREATED f OVER 3' CRUSHED SURFACI NG G TOP OP COURSE. ' 1x8 EWE BOARD TO A EXI Nu BASINS GIECE)VE ®. � t r ', L TYPICAL ASPHALT RAMP DRIVEWAY TRANSITION TYPICAL STREET FRONTAGE SECTION TUKWILA K rlY; PU BLIC WORKS C2 (, - , tr 1 II I l ' roa0001 I JPM 03/02/96 144202 JPM 0 PIAROLLI_ER �. ' , i, ....- .,.,,.,-7 „r ir, r, r, ,=t' nr,..,.,..'...,, .. mm �;: ,.. mm.,. .,.r „7 ^ .. _ ' :: . ..: .,. -.,7. O r O o 1 P IMAii ' GENERAL NOTES LT) 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA DEVELOPMENT � la STANDARDS AND THE 1994 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION o ,'i WSDOT, AFWA 0 \ 1V 1 1/2"..1 2. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN AP PROVAL OF ANY v 2 1/2° MEM. 2 1/2' OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL ETC.) ` \__— / So 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. LL �. -' - �� 1 2 . DEEP "V' GROOVE LL L ¢ C J / 7 It 4. R SHALL BE THE PPPUCAS /COMRAGTOR'S RESPONSIBIL(IY TO OBTAIN ALL CONSTRUCTION EISEMENTS W . , S 4" NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY, 1111111 1111 Mill I I�III ilil ILA lilhliii ira R. 1•_d W 1111 II e III -1111 3" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 1 1/ R 1c 5 ■ ®,�� - .O11R M' 5, ALL nun TRENCHES SHALL BE BACKFlLLED AND COMPACTED TO 95% DENSTIY p� 1 j3/4" !� 16' . ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY (WSDOT 2- 06.3). " T*% 1�� 't 1 WEARING SURFACE CLASS 'B' PAVEMENT GRADE POINT .. 3 -Q3 BAR CONT. ]. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLIGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTE 0 G 2" AC CLASS 18' PAVEMENT � '�P / / E POINT //// //'/'////////�////' CT THE LIFE, HEALTH, PN ` � J O H SAFETY OF THE PUBLIC, ACT TO PROTECT PROPERTY IN CONNECTION W(RI THE PERFORMANCE OF WORK / " Y "' O L , COMPACTED SUBGRADE e ° ] I T/t COVERED BY THE CONTRACTOR. ANY WORK WTHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT W /•y S 'x 8"- 7.4/1.4 W.W.M. NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL W REINF. TYP, SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07.23 - TRAFFIC CnNTR04 SHALL APPLY. PAVEMENT SECTION EXTRUDED CURB VERTICAL CURB CONCRETE VALLEY GUTTER CONCRETE SIDEWALK B BASE MWPIND; TOPOGRMHIC FEATURES, WE aB/ATIONS, PND LOKARON OF EWSONG MANES HAVE BEEN PROADBD BY THE IH 0 RC HITECT OWNER'S PROECT SUMEYOR. DETER FEATURES ON 1H6E PIPNS ARE BASED ON TIN INF'ORNATION AND THE V O ti A S ITYL VERIFY SITE SURVE H0RRONTJL AND G O TT EN. CON T ROL WITH THE PROJECT OUWE PRER TO BEGINNING '5 I— 2 N P CONSTRUCTION. CC I— am� p� f LV S } 5J LLI O 0 7 GA N . a DRAINAGE NOTES 0 — z 0 M "m c N- 1. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE \ z , I , WITH W500T 7- 02.3(1). THIS SHALL INCLUDE LEVEUNG AND COMPACTING THE TRENCH BOTTOM, THE C LO I,.N TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED PIPE BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. > > - 2. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WiEIIN A TRAVELED C w. N O d' o ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH Q) > A PERMANENT RETENTION/DETENTION FACIUTY SHALL HAVE STUD LOCKING UDS . e Q 3. ALL CATCH BASIN GRATES SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS". O -C d 0 .. Nw, 4) 0) O Ln m CC 1 0 i —_'—_ 2 a p o o E NOES: o Cn SEE \ / T . � ANC 1 . CATCH BAS INS SHILL BE CONSTRUCTED IN ACCORDANCE WITH ASTM J I1 O: OHM C478 (AASHTO M 199) & CB90 UNLESS OTHERWISE SHOWN ON Z f Q PRAMS AA NOTED IN THE 89 0T /APES STANDARD E SHOWN O NS. O 7 W 2. AS AN ACCEPTABLE ALTERNATNE TO REBAR, WELDED WIRE O FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES Q y0..el ° PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL .y, SHALL NOT B f 9 INAASHTO TS1). WIRE FABRIC Z 3= COMPLY TO ASTM A47 3. PLIN PWCE NRETE SHALL BE `1 cu as 6 FA SECMN 4, PRECAST BASES S BE FURNISHED WITH CUTOUTS OR W o a KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS ; W f7 OF MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY 1 .0t0 4 PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED D NOT - c a CI 1 /3 BAR HOOP BE GROUTED IF WALL IS LEFT INTACT. IJJ F Z y 5. KNOCKOUT OR CUTOUT HOLE SIZE IS NESS. u TO PIPE OUTER MAY BE REMOVED CO // .4 a Y a , . DIAM. PWS CATCH fiAS WALL THICK �a� � 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES. WITH MAX. 6 ,♦ DIAM OF 21Y. KNOCKOUTS MAY BE EITHER ROUND OR °D° SHAPE. - \ — NOTES O Q ]. THE E INVERT IS 5' - ° . MAX DEPTH FROM THE FINISHED GRADE TO THE 1, CUP LED END E NO SECT SECTION ION SHOWN; K C R FOR .S. DWG CONCRET. N0. E PIP1E , Z a - � Y If RISER SECTOR PIP BEVE iX 8, THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION 2. ALL STEEL PARIS MUST BE GALVANIZED AND AND RISER BECTON SHALL NOT EXCEED , SEE EXCEED 1/7/FT. -y /4" CIA. SMOOTH ASPHALT COATED (TREATMENT 1 OR BETTER). 2 /3 aw HaOPS - �— PIPE COUPLING BARS w /ENDS WELDED 9. CATCH BASIN FRAME AND GRATE SHALL IN ACCORDANCE 1 I TO BAR -FRAME 4 OR CPEP SMOOTH INTERIOR WITH STANDARD SPECIFICATIONS AND MEET ET THE STRENGTH - IIIR r0 ect no.: /� / y REQUIREMENTS OF FEDERAL SPECIFICATION RR- F -621D. 1 ' MIN. PAVEMENT OR CAST I ON COVER - P MATING SURFACES SHALL BE FINISHED TO ASSURE r FlNIe GROU r RPJ8418 NON - ROCKING PR WITH ANY COVER POSITION. 3/ DIA, 4" O . C . MAX ' � g" \ • ' 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN � BA -FRAME BAR SPACING file . 110 , `` HH 4 OR CAST INTO RISER , 2 � . J . L(_ (_ " \ I/ 3 941 a -C7 — , 11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT /APES CLA55 'C" CONCRETE �45' BEND WITH PLUG "\.� ^\\ (III III drawn by: ► ` _ STANDARD DWG. B1 -b. /3 BAR EACH ELMER �` EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN FROM , RELICT BASE SEC VERTICAL AL EDGE OF CATCH BASIN WALL Z COM P AC TED BACKFILL fly _ 4 R 0 / EIN { (FETM RE BASE mR 12 . 7 -s FOR ,a DIA. checked by: /3 wo EACH SIDE , / - / � x 0 0 -8" FOR 24" DIA. R 0 II_ BEVELED PIPE ENO BECTON s x 4 - FOR 30' DIA. AND GREATER rt ° deter IF UNE DEAD ENDS, WELDED TO 3/4" DIA ��I �� B" PIPE \ INSTALL WATERTIGHT PLUG ANCHOR STRIPS T G BAR- FRAME, 4 PLCS, SPACED These plans have been reviewed by the Public oe z8 BS y UNIFORMLY, FAS w/ 1 /2" CAW, 'b Works Department for conformance with current OR NON CORROSIVE BOLTS & NUTS reVIBIOJIe p ea EADH war City standards. Acceptance is subject to errors - 12 -27 -95 ADDED and omissions which do not authorize violations of Cftt REVIEW COMMENTS CLEANOUT TRASH RACK adopted standards or ordinances. The responsibility TYPE CATCH BASIN for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to .., these drawings after this dale will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Dcf 5 ...... 0a1 Li. Final acceptance 1s subject to field inspection by. the Public Works utilities TITS actor. Date: 3 /,rL /c By: Cti sheet: of C3 3 , a RDLL0001 JPN 12/28/95 16125156 JPN COJPH \ROLLI_CD 441 ' \ iY ? , x V • m e0V.041T 1 A !NW J0. r e,..e. :MT N.: SUBTLY ■ • I.) 4ae of hearts 1104 017 sloop the centerline of east M•re1.a1 Vey per eh• legal I.e. ..... for our r - * FNO CDSED es peree .n4. she. esa See V.S.D.O.T. ap for "Du.alah `\ Cave szez8D eo P•CP ./R Cutoff 9 A.rer•ft Plat" A9rread April 4,1944, Sh••t 4 of S \\ m Shat•. • I R.) The catorline of Rat M...... 1 9.9 v• ...110.4 (ro. vath D Cutoff and S. 112th Str••t. l.) Th. 00000 4 • of 0•c4ee 3a3-4 .a oublfeh by holding the [e•oo • set st the ...boost < of Section 7 - sad the soggier •let ..hip bot S. Voy and SON /TORY MN the south 1f.• of Section 5 .. snore en V,S.D.O.T. ••r •S1 131 fester Cell Lin. to Duwealsh Jct." App July R/M EL Peers 1 AEL4L 9,1940. Sheet o t 4 of 4 Sheets e . hewn on vn n.dee /NV EC /Tao - CNONNEL o aM by Al V copy of Olch fa In Job file• O'PYC /NS, OUT E a / • 4.) The l R o shd •f;:':' n[a d t eosb•f ele]rhA.. a o .r o a o s / ..sDr.r er h Ctf S Aoa s - SS . renfPARrev1 Apl 14 - o r ee•. �-� age • e o _ S .) The eetA ling of Sec.. 4.23-4 ra ...dished e..ne ON � R / // a � ' I � \ ■ • the •e•a0 t teal •t the ...et error of Sec.. f .4 the � oT•r •l ae.•ar h. of r•cfflo 31 hre South and the south Siae et Soctls• 4 • •hors on the V.S.D,O.T. / a � •L BperB• ®, aJ i v ••r ". I11tA .0.l SR 99 111 S R Tel Ce A9ROVp OW 0 J6 x \ r 9 0 ./ 4 .5 ` I � ,•. Aug see Zee 1969. Sh••t 1 of 1 Shuts an/ .• .here e• xt / '' a't /. p6 / / (' k a 7 11 I a.r..T by Al [.erne., err e! shish t. 1n Job ) M. "' / �, L - �\ i lug. JCOLE: = 20' / � ' / AFTERACEUERD O TITLE OP L • e[ n Su on for I. Marginal Vey. fl !Ti •. hold ° • r POR !N!W! AfC 9, T/! I!N R6 E WM a 6.) The ace v ulaa•e•1 fr. the ...west tern•r of I LL . •000 1.4 ! Satle• i t eh. .••any ..ail. •f Sm. R..pin.f Vq . - 'SO \\ N PoR 9f� ! 9Ee SEC 4, TWP rsry ^E W'6� e n• ore••,.... 9.S.D.O.T. .app. Th• • . f E a ' 1 /C/N0 GDUNTY WDBN /NG ON E g f• tr.. log or of free the southeast en•r of (8,.., /////‘, ° \ \ Me T g P � a 5. s •etfa 4 . 4 the aotaly ...is of Pacific Mqh. , /South. 4 P 6 B I 191,9/1 OF pEDR /NG WD9N /NGj 9L DEPT OF 7R4N.fPORTDj /ON 7.) ' s S ? - NEW J T e be.n4•rr of e r parcel en• \ B� LO ..9.E.0/9/3/6 ..9.E.0/9/3/6 (A//7•10'0.0'1f/ (A//7•10'0.0'1f/ (A//7•10'0.0'1f/ ON Ed9T 61DRG /NDL AZ.") PER w a. e A .eg:r•y Ipht . •I.. ...Utah. 1f,• .•e „ n : 5 ag Ms h M 116 1 ONO lV49N. S. OEP, OF RON9P0RTD /ON OIDP DUlt/O,1/ /SN ul.e.e. Tn... n t .1. .1. r 1 eY ul.n•e > a Ce T T 7 T e.z nine the mogul. r•f.nn.hfr . ee•cr16•e In n• Z` J UTOFF SR 99 Awe.", RaA09 9fC E - 9EDTTLE ea REN O a 213 3 w lieu e•eerl le 1r 1•r 1616)96. The g a b• the rocerd / I R/M Et 262/ Bar /NG A /RCROFT PLDN7" • OPPRO✓ED ORR& /L, /9D a. _14; N • ln•t o•nt eerdsd 117 nerth line of u arch a � (•�1 ''I .. .Tenn e! 243.5B p.c. leaf .pang the highway ..rain from the ` /.., ° \ m�' ` /NU EL PLB /- /P /NS _ �, 5'� J� ouch 11 �i Q 4 0FJ • .. .•t g he /. O. found •ipso r H /F / ' 26 - /BCONC /NN pi;• wtt4 r r seek. L A T C 11199• located ...r our 0 b • / I \ CN,OMBfR is,, /%6t S6"COX Cull/ OUT NE • •feu4ted later•• ties of the 000000len of our south / k / lino with • .30.00 feat right of . dad 1. ela• 56 a O OTUM� K /A COUNTY , p p .news me v of Su... I P• T or h • :40.5. u.. ar parcel v. found to 6, \ 84.1 ELEff reap CU /SELEO SOUORE 90UPNWEST CORNER F 1.119 30. Pepe 67. .here of one .le I o , but f e tend in our 1. i \ \ OF FaUNOdr /ON OF �RO9C/ BURNER . o n.•e: er chic P c• te laws w•. :• g / / A tO 4 / d• 0000 - NE CORNER 9/X R 7/OA C . mof from the into enate. na other fn.n a•e• / ij ' b� 6 re \ \ 9 WELD /NC R FDBR /COT /ON CO 4eolerl•tien 04 eh. V,S.D.O.T. ape CB I M.r u \ (EORMERL /N PO -N• PDL YDR SEE • • •0000fnt a • ' R/M EL ?L PO 44 o � / p c r N� /NC. RE O y 7700t0900,5 R NN dF C 9T.Q O O G f � v 3 • /NV EL P693- 6'CONC OUT9W / 4 b \ / • W \ M \ I \ . SUIfVEY9, /266, OC C:1 i EC0R03 OFR/NG CO Wd. ) l • / I . ry / \ ' � � • \ G, d 7 70,110 / 'Flee tee, PK NO /L 49 /C G9LOND B o ' /1 l • / 0 ' R/M EL F657 9 7:514f AV P ELEV 26.45 9 /P%COP LV4C /8999, J07'FLy SE COR • 4 C /Me EL PL7/ / / `/ � /4 � EL P3. J2 • /!'COAL /N 3 CON TOUR /NTERYOL - I V EL !0�' n 4950 - /!'CONE 06 /N 23.76 - 6' cave NE /N I U3' 29/3 - e• cave /N EE fD LEGAL DESCRIPTION P /99- /P' EWE /I/ 3 1 •' / 4 o Yd 1 j ' • /B.46 - /8 CONC /N N \\, 1 \ Z AN UNDIVIDED ONE -THIRD INTEREST IN THE FOLLOWING DESCRIBED PROPERTY: / ( THAT PORTION OF GOVERNMENT LOT 10, SECTION 4, TOWNSHIP 23 NORTH, RANGE 1 /8.56 - 30'cONC OUT SW / / y Q / at / 1 \ ` i I! w ids, M'4 v 4 EAST, W.M. IN RING COUNTY, WASHINGTON AND OF TICE WEST HALF OF THE �'I I I 0 / /' 1\ / / at / / \ y/U a p SOUTHWEST QUARTER OF OF EAST MARGINAL WAY AND THE 9 OF SAID TOWNSHIP AND RANGE LYING BETWEEN IIII�n .....41, THE WESTERLY MARGIN OF EAST THE EASTERLY MARGIN OF _ P c oNC eaCloRO9 4 / P rrGUY O PACIFIC HIGHWAY SOUTH, DESCRIBED AS FOLLOWS: / /P " N /GUWDY 9 /614 , a O 1 J ID e03E ` \ \ lk BEGINNING AT A POW ON THE WESTERLY MARGIN OF FAST MARGINAL WAY, SAID 0 Ce l I I I POINT BEING NORTH 17 VEST 1155.44 FEET MEASURED ALONG SAID W 1 MARGIN, FROM THE SOUTH LINE OF SAID SECTION 31. THENCE SOUTH 84'43'30" a R/M EL 2754' / P/'/ / r• - \ CB WEST ALONG SAID MARGIN 30.68 FEET TO THE TRUE POINT OF BEGINNING OF U / Z NV EC' Pda6 - /P /149 5 / ` \ \ \ \ /9/41 EL PG -r7 THIS DESCRIPTION, THENCE NORTH 17'20' WEST ALONG SAID WEST MARGIN IS OJ /� /P'CO //C al/TA/ al/TA/ y �: /NY fL rd 96 /p /NS 243.5 FEET1 TflEHCE NOATR 82'24']6" WEFT ALONG SAID WEST HAAGIN ]1.00 ( / z 0 / G t \ '3 B9 / 7 ON OU FEET TO THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH: THENCE Irate 2: ti 34` f' • • . 0 N 1 MA SOUTH 18 WEST ALONG THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH < y ' 4 267.74 FEET TO THE SOUTH LINE OF A TRACT OF LAND CONVEYED TO CESAR p r TRAVE B REC 676796 i \ Ab drf` , / ? /j O \ \ 7 THENCE NO R43 SOUB3 FEEi0 } / , ° N \ AND TOGETHER 142111 AIL LESSER. . _ b/ U o° c THE TRUE POINT OF BEGINNING d o 7 • o 0. CO Ob/ �/ / / �/ ti� • ;\ M, \\\t, \ \ \ SITUATE IN THE COUNTY OF RING, STATE OF WASHINGTON. EC RYE? ET P7. /7 0 O co /NV EC l.6.O/ - /2 "CDNC /N S lF k°, • a . \ D f ^ O 0. W 7 0 2•3 .90 - /P' cave OUT N , l i1 MJ \ \ ROPERTY CORNERS • gET REBAR 'LDP ,'- ' /8074" 11- >"_...... c.,, "If W r , /kJ / 1 P I I by ` , O / h / °4 / 3 l I c 0 N C M Ce a t �• R/M EL f3 9B 1 / / 4 p 8 y I ' 1 s \ /N!/ EL P .36 - /! O4/ /N S } f.) f Tti C L O N G I , 57 / r • CON( T N CC - •s _ _ - e' CEGENO �R�f SON /TORY M// / l I ' b ' z . ' � a 0 /0'A 9 ( 18 8 _ ,, M ,i -- s\ CB c0 CN dd5 /N a w OU `t r ` OCO POLE (N NA p a T R/M EL 88.56 ' � // ' '' //p N /RE r N F /RE /1/0/FONT /NV EC /B - /- e CNDNNEL , /( /, BO S '5' SO " i ))1._ a p l � ne \ PP POWER POLE Z PCUGG SOUTH / \ Y j f / BB. B.3 • of =��„�- . B' 6a GR 0 FENCC \ 57, W 51,4E MIT I �/ l / ,..._ i +i.H Ca PP O•�•• 99 / 9 0 99 SONY RY E%VER R ENO J/s • /e wCDP O C6 VC /!! m / ._ : I ! I 30 /x•, WO /6' ,7 ?" TEL priave MON/10CE 1- �• OIOORO FENC dU /COCNG P T ELEPUONE PO N CB cavil:* WOTER ■ E/" %GUY pu s UP C ONCRETE PE \ \ A'Y WOjER YDCVE R/M EL ,6.04 /A SOUTH C /NE O< jROL7 V EL 24.45- /P' caw /N S / / \ REL NO X 6765 \ \ (' N 24 /P'CO,VC v C y, !/ TE CON RRC��OR 9NOLL VER /FY UE E,YgCJ 9 /rE COLDr /ON, d#8 • ELE✓OT /ON e EX /ST /NG U LLT /E.9 {R /OR7ie CONSTRUCT/ON O1 J n ii / 1 END 4 ".°f eaL/C MON /!' v b b , + eROS9 LDP. NO PUNCH • „R" \ h \ ` - TO effooc /SN /NT aJ O W O O FND 'Y'CN /SHIED L� > > f IN CONC FN C 0R o FOO /NG /VEY OP4 Z OF UNE g �\ 9W COR SEC 9 • PS -4 T -� 1 ` v W o ENO L43E MON \'��Op • FND CDNC H/0N - •� 1 E o 0 U o a cONC F /CCEO P' /P \ / �9•dRO33 CDP SHEET /rdcr c PC \ 4 13 Na /9B9 \ ■ 9 10 ^`' TRIP.II P_;' ( :, •:, I.: S JOB NUMBER ' - -' R C"' 1 85282 • , 0000 PERMIT CENTER D /9L /174 • • 1 -� -.. _. - _ . , ,. .__ . �.,..___ _ - - ____._ -._ _. -,_.. - _,._. .,. .. . -.._. ;. .,- ,a.....,. ..- ,,.,•_._W - ,-.:.. may..- ..�...y.�,...,�.�.- .,.,sr- 0000 ... ... -_ - .evnrx,srra ^e. - ,r °..r^+vr•t^�c- :-Jr-" _. -. _.- - • ( —Vicinity Map Project Information Legal Description T U I L L A CHEVRON AND OF GOVERNMENT LOT 70, SECTION Q, IF 23 NORTH, R A N G E SAID 4 EAST, W.M., IN A COUNTY, WASHINGTON LOCATION: TUKWILA AND OF THE E WEST EST HALF OF THE SOUTHWEST QUARTER ARTER OF SECTION 3 OF SAID TOWNSS HIP AND RANGE LYING BETTWEEN N THE THE 10805 EAST MARGINAL WAY SOUTH WESTERLY MARGIN OF EAST MARGINAL WAY AND THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH, DESCRIBED AS FOLLOWS: N.E. 73RD STREET NEW SERVICE v E S ■ A U U UV 1154 FEET A ON THE WESTERLY MARGIN , FR OF EAST L WAY, SAID POINT BEING NORTH 80 WEST 55.5,44 4 POINT FEET MEAS O ALONG SAID MARGIN, FROM THE SOUTH UTH LINE I E OF S SECTION 3; THENCE SOUTH UTH 04'43'30" WEST BOEING ACCESS RD CONTACT PERSON ROGER OLLENBURG 11 /� P ®q � V A ALONG SAID MARGIN 30.68 FEET TO THE TRUE POINT OF BEGINNING OF THESE DESCRIPTIONS. ZONING: M2-L ®7` ���� ���'��� WAY 5����� D AN CE OF 117.00 FEET; THENCE NORTH 19 THENCE 4 DISTANCE A DISTANCE OF 109,6 2EE FEET; THENCE NORTH 84'24'38" WEST, A WEST, ti BUILDING CODE: UBC 1994 \/ TUK�LLA WASHINGTON DISTANCE OF 30.13 FEET; THENCE SOUTH 1720'00" EAST, A DISTANCE OF 232.56 FEET TO THE TRUE POINT OF BEGINNING. A OCCUPANCY CLASSIFICATIONS M FCCTHENCE NORTH 1720'00WESTA DISTANCE OF 232.56 FTO THE BEGINNING OF THE DEDICD SER WASH: 3 PORTION: THENCE NORTH 1720'00" WEST, A DISTANCE OF 11.02 FEET: THENCE NORTH 8424'38" WEST, A DISTANCE OF SERVICE STATION: S -3 31.00 FEET THENCE SOUTH 182700" WEST, A DISTANCE OF 10.18 FEEL THENCE SOUTH 842438" EAST, A DISTANCE OF 3756 FEET TO THE BEGINNING OF THE DEDICATED PORTION. CONSTRUCTION TYPES , ALL SITUATE IN THE COUNTY OF KING STATE OF WASHINGTON CONVENIENCE STORE: V -N B■ CAR WASH: V -N TAX ACCOUNT NO. 032304 -9064 GAS CANOPY: V -N Scope of 111‘.. SEISMIC ZONE: 3 BUILDING AREAS: CONVENIENCE STORE: 3,248 SO FT CONSTRIIOTION OF A NEW SERV STATION FACILITY INCLUDING THE FOLI OWING: CAR WASH: 1,050 SO FT GAS CANOPY: 3,712 SO FT 1 . COMMERCIAL BUILDING CONTAINING A CONVENIENCE STORE. r 1 2. CAR WASH BUILDING. TOTAL SITE AREA: 33,511 50 FT \/ 3. FUELING AREA WITH 6 DISPENSERS AND AN OVERHEAD CANOPY. \rm $ PARKING SPACES 4. INSTALLATION OF THREE (3) UNDERGROUND FUEL STORAGE TANKS AND ACCESSORIES. U FULL SIZE STRIPED: 13 1 HC ACCESSIBLE: 1 5. LANDSCAPING. E` 6. STORM WATER SYSTEM. SANITARY AND WATER CONNECTIONS. 14 7. ASPHALT PAVING CIRCULATION AND PARKING AREAS. J "'E APPROVED g ,. " Owner Drawing Index SUBJECT TO ORDINANCE a PRADEEP SANDHU GENERAL • AUG 3 1 1996 wo 2023 217TH PLACE NE 1 COVER SHEET, PROJECT INFORMATION sEa E - KING CO. " m o REDMOND, WASHINGTON 98053 L -1 PLANTING PLAN AND DETAILS .. � .. fr. . t = Ln PHONE 206 624 -2697 E -S ELECTRICAL SITE PLAN AN ..4.. RLrswTE' m 1, 1O m M I FAX 206 624 -6760 COMMERCIAL BUILDING BY OWNER w o N to A -1 FLOOR PLAN ® 45. z 2 Architect A -2 BUILDING ELEVATIONS - • N v ROGER OLLENBURG /ARCHITECT A -3 BUILDING SECTIONS ^ _ }4 +I- GROUT 3 P AC�,C�C c C o 4o 515 116th AVENUE NE, SUITE 202 A -4 WALL SECTIONS b -±I1- -I- 5 - #4 ® ill r7 /Q O La 4) a3 a - +i{- + 3" O.C. W A Y — LO . . BELLEVUE, WASHINGTON 98004 - A -5 ROOF PLAN AND DETAILS fi�'1 rAP fR SPIRAL TIES UNOS �� L r S OU7. O m i N: PHONE 206 451 -1232 A -6 CEILING PLAN o -p I� f4Rti 75, H • FAX 206 451 -1841 A -7 WINDOW AND DOOR DETAILS - - -4 - I - 8-#6 vERr A -8 SCHEDULES & TOILET DETAILS I #141.46c' O • N 8'2j00" f E • n m Structural Engineer (Buildings) F -1 EQUIPMENT PLAN I I 5 Uo la 25 T5s 3 5' ` CC N F -2 CABINETS I 1 I 2 O ASPHALT PA V ING CO �'- f ARE4 - E ® ` l RAMAN ASSOCIATES OHM 111111111M -4-4-i - IIIIHIIIIIIIIIIIIII _ � S -1 FOUNDATION PLAN AND DETAILS I 5220 ROOSEVELT WAY NE S -2 ROOF FRAMING PLANS _1111 ■ IIII_ 3 — ® CB \ AS 41F r AR 6 SEATTLE, WASHINGTON 98105 S -3 FRAMING DETAILS AND NOTES — — ® \� \�\,, 7\s fR &ETER Z = ' PHONE 206 522 -0084 }� -- - FAX 206 523 -0554 M -1 HVAC PLAN o % HATE STRIPE G CB \ \ N \ 5 41 . O o z M -2 PLUMBING PLAN I I - ©-'4" X 18' AT \ � \ \ \ r: (° G a I 18" b CONCRETE 9 ON CENTER CONCRETE ` ` `"\ 5 CAN __ Q YO H • Structural Engineer (Gas Canopy) E-1 POWER PLAN © b TYPICAL DISPENSING / SOA AR - ~0 Q V Q KCM, INC. E -2 LIGHTING PLAN — 1 - - - PAINT H DRIVE SLAB SEP o� /00,--./-6-Ti-,'1- ° ° o K' __ / : ,,„ � P N Q 3= a o E -3 ELECTRICAL DIAGRAMS AND NOTES mI 7 0 ‘SYMBOL � „ WITH 64' X 58' �' \ , ^ UNDERGR RU E 1 al, a LL 1917 FIRST AVENUE + F - -� f • CANOPY ABOVE \ UEL ST6 � , lul U _ _ HC SIGN © \ ' �}ASKGOUND ■ ' ' 11 n• O w z SEATTLE, WASHINGTON 98101 CAR WASH BUILDING eot'IcRETE / FIRE > w <i PHONE 206 443 -3562 CW1 FLOOR PLANS AND ELEVATIONS ' —1- t PAINT - IPES \ w1 AAG Nr w s , SEE NOTES �1 . /‘_:., \ / Oo ° , - 7 -- --::::: -1 I ` -7' I b II W Q m^3 y W CW2 SECTIONS o K� ASPHA PAVING FAX 206 443 -5372 CW3 SECTIONS �� __ _ - cs ASPHALT PAVING \ • \ _� h y IF '0 y y a 0. 3 CW4 STURCTURAL PLANS & DETAILS O POLE LIGHT BASE , I III ? 0 0. Civil Engineer 3/4' _ ,' 1 \ \ � - y 11 W g DAVID EVANS AND ASSOCIATES, INC. FUELING FACILITY j CO • , - 71 on Z 415 118TH AVENUE SE G -1 FUELING FACILITY PLANS l 0 . - oS BELLEVUE, WASHINGTON 98005 -3553 . G -2 FUELING FACILITY DETAILS I wH E s RPE CAR wasH F' o / PHONE 206 455 -3571 FUELING FACILITY CANOPY LEGEND 1 • FAX 206 455 -3061 PLAN, SECTIONS AND GENERAL NOTES ® MONITORING STORE ORING WELL I ® J � 9 . ON I CENTER . , project no.: I 0 TYPICAL RPJ9478 TPA TELEPHONE POLE I ----- CB Ross �/ o file no. SITE IMPROVEMENTS Q POWER POLE ® % _ 5VP ® GAIN -, C -1 TE /SC PLAN pp \ BNC % R ooEo GUY ANCHOR �y s E, • •' E •WV dra by: C -2 GRADING AND DRAINAGE PLAN r) FIRE HYDRANT I ® _ .- OsONPE N Vp96 R 0 / EIN C -2 GRADING AND DRAINAGE DETAILS ,M, 6Q WATER VALE I ® , ` � g5 ° checked by: REFERENCE DOCUMENT SSMHO MANHOLE -SEWER .- / R 0 NOTES: SURVEY DRAWING SMHO MANHOLE -STORM 'ECYCLL' date: LOADING - TEL MHO MANHOLE - TELEPHONE N H `., CB -- ® 8/31/95 • 1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY 4. NC ACCESSIBLE SIGN SHALL BE AS FOLLOWS: ® FOUND IRON PIPE TRAS SITE PLAN revisions: TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS WHICH ARE TO SIGN MOUNTED ON POST CENTERED BETWEEN 3 AND 5 FEET ABOVE THE f 1' = BO' REMAIN IN PLACE. ANY SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. SIGN SHALL x FOUND LEAD AND TACK ' ,, • ,p N 1 018 ` ` (N ERATIO SATISFACTORY TO THE N R EXPENSEAOF RED OR THE CONTRACTOR RECONSTRUCTED j STATE DISABLED PARKIN PERMIT REOUIR OCES BELOW E1 WATER METER b �(. ,SSCN I - " bd , A T N' pH�j ` ,I I�'. SO ` 6 4' 16' Ub' s 4b' HE PHRASE SYMBOL SIGN MOUNT SIGN WITH THE PHRASE "VAN ACCESSIBLE'. in CATCH BASIN a . ,. N 1720' T,� V P 2. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE ALL OVERHEAD AND • BOLLARD °' I 35' t,ik I�RG\r1P CONSTRUCTION. INTERFERENCES WHICH ALL MAY ESSARY P RCAUTIONS TO AVOID DAMAGE 5. MAPS MAX SLOPE SHALL BE FOLLOWS A--. -A SWALE • Z „^ S•� p TO THE SAME. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING MAX LENGTH = 6' OH OVERHEAD r NEAR OVERHEAD OR UNDERGROUND POWER AND /OR TELEPHONE FACIMES TO MAX RISE = 6" SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT. HE CONTRACTOR SHALL BE WIDTH = 44 UG UNDERGROUND RESPONSIBLE FOR ALL COSTS AND LIABIUTY IN CONNECTION THEREWITH. WITH DOMOND PATTERN TACTILE SURFACE y3P ELEVATIONS 11 COO CLEAN OUT 3. LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS WERE .• "-�� -- OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NEITHER THE OWNER, RD o ROOF DRAIN RE Cerv90 THE ARCHITECT NOR THE ENGINEER ASSUME ANY RESPONSIBIIRY FOR MIMES OR STRUCTURES NOT SHOWN OR NOT IN THE LOCATION SHOWN IN THESE g95 -02' CITY of T1IKWILA she of DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES � 1 - �• �- " '• Z. `- SEP 0 1 1995 TO PROTECT THE MLITY LINES SHOWN, AND ANY OTHER ONES NOT OF 1 1 RECORD OR NOT SHOWN ON THESE DRAWINGS. EXISTING UTIMES ARE LOCATED //�� /� p C p �/ PERMIT CENTER ON THE PLANS ONLY FOR THE CONVENIENCE OF THE CONTRACTOR AND CALL BEFORE If ORE i o U DIG 1 - 8 0 0 - 4 2 4 - 5 5 5 5 SHOULD BE USED FOR BIDDING PURPOSES ONLY. .. _ 12.40" RAMP S 2 m 4/ 1 R -19 _ .,� %v 111 �1 i � �� rio 2 pe O 2 OR FREEZER 8 1 \ ,2 O 1 112i d �I� -� ?. , 0 \ 3 \ O I� Exli O \ k WALK -IN GAOLER \ \ k, III I/ \ 1 E� :0°' H B /A�4 I� C /A -4 ` � i N (� E /A -4 i m p SALES AREA W V 7 O p 3 �L0- r 1/7---f- i1O1i ` N 7 • k $m� 0 " 9 CO )N cda o 'k'� - I/ O - \ w c N a I LJ a) Z o I o ® � I m 7 0 w SLL L G / W a C N 0 m -Co, ` I� COUNTER AREA d 4 3 N Im2i O S97 O 2" AIR SPAC N w X r L tD — > p/ I I ID ° N cc N U ' la IP% o // EXIT —1— _ � CC C ry N K (ii) Z O Q aO M. I STORAGE y Z 3= y J a - w I? JANITOR W "1°14 y V a N 0 / '6 > U wp HW 0g J 0 W a E ` R II 0 O // WORK ROOM W G - W J _ 9 W H§ Z LL D CC 4g 0 9 / im9 \ Im p �� _.. F a r - - - -- ao~ i S HOOD _L _mill Ilk D/ -4 R ' a ICE I � ,� Z o 1 \ � Q —'�l ,� 2 HR SEPARATION WALL 2 GAGE METAL ' -7.74711 p %+ 2 24" OC. W/ m TA LAYERS 4/A -4 0 � R- TA LAYER I 1 .95' 11 X . GLUM EA. SIDE project no.: 2 HR SEPARATION WALL W RAJT410 1410 -AI � R II 0 file no: la g R -II OFFICE 18 'R -II drawn by: 1081 7.,:..\. Z S TORAGE 5 ' 0 11041 0 checked by: OFFICE IN K 0 .. ...... HALL date: Im g 0/31/% A R -11 1051 revisions: it ELECTRIC O O 11011 —'�r� EXIT ' R -19 • 4 .. Dg METERS I \ ®__ A/A-4 ll 15ci 5 i 1010" ® TRASH AND RECYCLE FLOOR PLAN I/4" • I' -m" i sheet of RECEIVED CIN OF TUKWILA A_1 8 SEP0119K PERMIT CENTER O 2 DR FREEZER O O FINISHES O 43 1112 1 4 2 r 0 / • RETAIL ALES AND DISPLAY FLOOR: CERAMIC TILE I\ / BABE: CERAMIC TILE COVED WALLS: GYPSUM BOARD - PANTED CEILING: SUSPENDED ACOUSTICAL TILE O 43 �i Ir STORE OFFICE FLOOR= CERAMIC TILE 0 Ir © O BABE= CERAMIC TILE COVED WALLS: GYPSUM BOARD - PAINTED CEILING: SUSPENDED ACOUSTICAL TILE O COOLER WALK -IN COOLER I/ , FLOOR CONCRETE SEALED 1 III I 0 E /, .\ BASE: SILICONE SEALANT WALLS: METAL - PREFINISHED , �\ j u� K CEILING: METAL - PREFINIBHED / I - ` O I WALK -IN COOLER WI 14 DOORS I� 2 WALK -IN FREEZER W/ 2 DOORS 0 B • BALM AMA O �, . a ` FREEZER O ` I II I 3 HORIZONAL FREEZER i S O 1101 I 7 1 FLOOR INSULATED METAL 43 ' . ', 4 42" WALL SHELVES BASE: SILICONE SEA �� METAL - PREFINIE HED 5 GONDOLAS WALLS: 1 ' MINIS _ NISHED 0 V O m 1 f. I 6 GAS CONSOLE (2) CEILING: METAL - PREF r+ WORK ROOM V 0 l CASH REGISTER FLOOR CERAMIC TILE ,- 9 LOTTO MACHINE 0 N BASE: CERAMIC TILE COVED WALLS: FRP PANELS Ir 9 CO UNTER R 9 ADDING MACHINE L W 0 CEILING: SUSPENDED WASHABLE ACOUSTICAL TILE © 1102 10 GAbH CONTRO TOILET II SECURITY MONITOR ` to N N 7 r 'I _ m I1 ® 12 HOT FOOD WARMER \ O N W FLOOR CERAMIC TILE BASE: CERAMIC TILE COVED ___ 13 PIZZA DISPLAY O I WALLS: CERAMIC TILE CEILING: GYPSUM BOARD - PAINTED 14 SOAP WARIER O r ' 7 S .0 . JANITOR'S AREA ® ' IS HOT COGS C N FLOOR CERAMIC TILE 0 43 (r 0 � I6 CONDIMENT SERVER C m 0 O BASE: CERAMIC TILE COVED ' IT POPCORN Q 3 N CEILING: SUSPENDED ACOUSTICAL TILE Ir 29 29 I 000 X OO ®p 0 0� 2 - IS PASTRY O J= m 0 HALL �- �� 5 }{I{I� I9 COFFEE �_ j N I — \ I./ 21 0 ' 30 -L S 20 HOT CHOCOLATE FLOOR CERAMIC TILE I \ u/ EXIT 0 O _ ❑� 21 ICE TEA Q In i BASE: CERAMIC TILE COVED u I PP/ 22 POST MIX CC o EXIT WALLS GYPSUM BOARD - PAINTED 38 . E • 35 31 IX PUMPS /GARBODATERIEEV. BOXES GYPSUM BOARD - PAINTED 23 POST M O ELCTRICAL ROOM JANITOR `23 O 24 CUP DISPENSERS UNDER COUNTER 1110 1 25 COLD DRINKS SEALED CONCRETE HW 92 FLOOR, � 26 YOGURT MACHINE BASE: 4 RUBBER BASE WORK ROOM CELLN, GYPSUM BOARD - PAINTED 1103 � � 42 28 REFRIGERATED SANDWICH PREP TABLE 33 21 DELI DISPLAY Z F 0 p Z - CEILING GYPSUM BOARD - PAINTED _ OFFICE - GENERAL _ la TOILET 36 FS 1 — - -' 29 9B. WOW TABLE ~ = ! O '6 Q FLOOR CARPET \ BASE: 4 RUBBER BASE 1 109 I 9T / 0 0 0 ® � HOG 2 � 30 WRAPPER I- Z p ; 0 05 J ((� 3r, a WALLS: GYPSUM BOARD - PAINTED /�`' I ` f 'I a W CEIL S: SUSPENDED ACOUSTICAL TILE EXIT I 31 REFRIGERATED PREP TABLE y Z � 32 Ss. WORK TABLE W y z Z w _____) STORAGE o IppI—�� 33 SLICER V a m; W FLOOR SEALED CONCRETE U 34 MICROWAVE O ' Ji m W " RUBBER BADE 35 STORAGE REFRIGERATOR Q d BASE: 4 WALLS: GYPSUM BOARD - PAINTED W FN > CEILING: GYPSUM BOARD - PAINTED J !A yY Z CABINETS /// 36 WATER FILTER q ; U 31 ICE MAKER AND STORAGE BIN W EXPOSED SURFACES - PLASTIC LAMINATE OFFICE HALL W/REMOTE CODENSER w m CONSEALED SURFACES - PLASTIC LAMINATE, 38 STORAGE SHELVES Z O J OR MELAMINE LAMINATE 1108 106 I STORAGE 39 55. WORK TABLE 1 W4 104 I 40 CLASS I HOOD MAKE UP AIR OFFICE 1105 41 CHICKEN COOKE MENU 42 S.S. DUMP TABLE project AO:i 43 CONDENSERS COILS RAJ4FI5 ELECTRICAL file n0: PACKAGED FOODS AND NON -FOODS 1 10'1 I 9418 -F1 FROZEN ICE CREAM NOVELTIES HEALTH AND BEAUTY AIDS - drawn by: MAGAZINES AND BOOKS checked by: AUTOMOBILE SUPPLIES I � I EXIT TOBACCO PRODUCTS REFRIGERATED BEVERAGES R o DAIRY PRODUCTS V � date: ____) DRINKS 5/31/95 BOTTLED SODA - OWNE revisions: FOUNTAIN SODA JUICE DRINKS PRADEEP SANDHU BOTTLED JUICE TRASH AND RECYCLE COFFEE AND ESPRESSO AREA 2023 2I1iH PLACE NE TEA PRONE. REDMOND, 6 2 WA 90053 ICE TEA PHONE= 24 -2691 HOT CHOCOLATE HOT FOODS HOT DOGS 4 C FLOOR PLAN i lLIP1 PASTRIES CONTAINER POPCORN 1/4 I' -0" DELI SANDWICHES PRESSURE -FRIED CHICKEN 7 DEEP FRIED POTATOES bei 5.,...0 sheet: of T' O ETUNWI,, F -1 CI SEP 0 1 1995 \___ / PERMIT CENTER /F 2 2/F-2 10 I 5._ I 3._0„ r r r II ( irk, T, OOOO f _„1-1,,, iT —r GATE 0 \ �) i 0 > \ \X 4i N v n U I I II 1 II 1+! O COUNTER ELEVATION COUNTER ELEVATION { FRONT OF FRONT COUNTER O • 1 -0" FRONT OF BEVERAGE COUNTER l S 2 /F -2 I I/F -2 - &E , P WINDOW r k'� 3' -0" I 9' -D" 10' 0" 4/F -2 5/F -2 E —O.- —•.- --Y► 33 a - i il`, ;FIN ,sir, 1 � CASH GATE CONTR -ER \, x B N _ ra d N COUNTER ELEVATION 0 0 ,_ = I' -0" BACK OF FRONT COUNTER O COUNTER A ELEVATION W o N � Z. 7 L. m W I a 7 .0 C o g 7 o C1 a3 D N O se °o V a) PLAS. LAM, 0 LAS LAM "'� PLAS. LAM PLAS. LAM, W PLAS "LAM et N LOOK. _. I jT [ L I ' ADJSHELF 7 PEI 1 h a i zz 4` III IL! v -f -�' * , U a Q3 w _ m OC w 2 , y w 7 1-§ 1 „ • I'_ SECTION ®SECTION 30 SECTION 4O SECTION O in SECTION 60 SECTION 3 0. „~ v FRONT COUNTER BACK COUNTER project no.: 2_9° RAJ9418 .^ PLEX file no: 9418 -F2 PLAS, LAM P I I) COUNTER TOPS, EDGES, AND BAGKSPLASHES drawn by: � p L P I - WILSONART PLASTIC LAMINATE •4621 -8 WHITE J5 CUPS (NIG) Eu I/2 ' m "NEBULA" II (GP) TYPE 10, NW checked by: J II 2) FRONT FACES ( FACES PUBLIC) R O FORMICA GRAY PLASTIC LAMINATE FOLKSTONE 521 date: • J, SHELF B 0 revisions: 3) BASE 8/31/95 q • 4 PLASTIC LAMINATE WILSONART 9791-8 SLATE GREY 4) CONCEALED SURFACES GREY PLASTIC LAMINATE OR GREY MELLAMINE - 7 SECTION 80 SECTION bq 546.014 COLORS sheet: of BEVERAGE COUNTER RECEIVEN enV OF TN. F -2 2 SEP 0 1 1995 PERMIT CENTER ` fe 2' 0" 48' -0° s I 20' -3" a.- -.93 121-10" I -•_0" RAMP G ` o E4 Ea .4:‘,1 - '- I r -- —, R.I. =\ \e — 2" apace ° 2 DR FREEZER I � \ :? -T quo 3 ■1 / ExIT _ _ i\ ° I% °� ¢ 1 D O ALK -IN COOLER IF E 1 y 0� riin I I ' r 1 //YJJ• z cc B ,i, /A {4 1r/ C/A-4 d E /A -4 N O A. � �"' �j C . I�� SALES AREA W ,C ± pp I a 03.;11q - ?/ um -� N. ® v1. N 1 ° F s W • t COUNTER AREA . Q 3 (0 I/ O 3 f. 2�1 Al SPACE I! O FNJB I O N w • 1 ' ` 1 -0" CLEAR ►{ b' -0' U 9 I ° I� 2 1 � SHADEP WALL • .- \ J 34 I/2" HIGH MAX I m _ m ° I/ I Q o W O I�/ Ex T FS �I / = w O 12 �� 4/A -4 Q = yp h I o 6 14 FG4� yY I m stoRAGE 513 m 3 _a" I ` W N 0 < v a " JNJITOR �8 11101 II 0 DOOR 14: ELIASON V O. W 0 Lae 111/11 WDW 5 W % ' HW R Il ..... w ¢ O WOFIG QOM - UP 64" i0 CENTER 0 W . y Z y1� 0 �_. / ti� I 11031 W�F-} > LL l� / Im9�� 10 O C/A -4 Fs .p y a 21 j 0 9 /._..._0. __. G FIRE XT . W i • � 2A1mac E m W °m / / ^ 1 ICE 5 _F8 �I ',\\ / l /J , O -' :::: 0 4 E `. O 2 HR SEPARATION WALL 20 GAGE METAL STUDS 11°101 w-it - I� 24" OC. W/ (2) LAYERS D 99 GWB A, E SIDE project no.: 2 HR SEPARATION WALL - STORAGE RAJ941B - I � R -II 11241 O file no: 9418 -AI R -II orricE § 1 R -11 drawn by: 11051 0 Z W ..8 I / I O s checked by: .,.�" OFFICE m R O -. R -I1 H® 11051 � 2A' O date: - 4/19/ /3 A FIRE EXT. _ V% .9 I % 2AI I ,_ % re in i9 1 ELECTRICA O \ "11 % 1 I — I EXIT ' R -19 I -. IIIIIIII 'N' -- l�t J 4/8/% 4" D9 METERS II �— • 3' - RECEIVED A A -4 1 10'_10" 4' 8" IT' -6" A51 15'_0" N.- 1996 715A54 AN RECYCLE FLOOR PLAN AUG TUkWILA 6, -0 PUBLIC WORKS 45•_o' „ /4 • I'_0" b (15 0 - i p n p, EC sheet; of ® 1 I RQV 15Q IOON ! ctr c D1 9VD N A{� -1 8 Y49G -{ ) PERMIT CENTER ` R1 j