Loading...
HomeMy WebLinkAboutPermit 5631 - Tukwila Pond - Building BBUILDWG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING -7 / `� _CO PERMIT NO. DATE ISSUED: FEES DESCRIPTION AMOUNT Roy #- DATE BUILDINGS PERMIT FEE 2,277.00 (p -,17 •V ) PLAN CHECK FEE 1,479.00 , 8619 4 -2 -89 BUILDING SURCHARGE 3.50 fx1.3 /p 27 °r ENERGY SURCHARGE 15.00 .0V �-a �7-K OTHER: OCC. LOA' TOTAL - 3.774.50 SQUARE OCC. OA' PROJE C1 IrNF 0FtMA T ION 375 -399 Strander Blvd PROJECT NAME/TENANT Tukwila Pond Building #B TYPE OF TNew Building Li Addition Li Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other 579,000 ASSESSOR ACCOUNT # 262304- 9064 -37 DESCRIBE WORK TO BE DONE: New Retail Building PROPERTY OWNER Spieker Partners PHONE 453 -1600 ADDRESS 915 118th Ave. S.E., Bellevue, WA ZIP 98005 -3855 CONTRACTOR Ned Lumpkin Inc. PHONE 329 -1129 ADDRESS 1627 Eastlake Ave. E., Seattle, WA ZIP 98102 WA. ST. CONTRACTOR'S LICENSE # 223- 01- LU- MP -KI- #24466 EXP. DATE 12 -23 -89 ARCHITECT Mithun Partners PHONE 454 -3344 ADDRESS 2000 112th Ave. N.E. Bellevue WA ZIP 98004 TYPE OF CONSTRUCTION: V_N UBC EDITION (year) 85 SETBACKS: N - S- E - W - FIRE PROTECTION: QSprinklers ❑ Detectors ❑ N/A CODE COMPLIArJCF ZONING: - . BAR /LAND USE CONDITIONSEyes ❑ No PRINT ME( \7 I— — 61t"--74/0 6"/ -- CONDITIONS (other than those noted on or attached to permit/plans): 1 Project name must se c an e. rom ou cen E USE i Retail / 13-2 Storage /B -2 Other /B -2 FLOOR SQUARE FEET OCC. L• a SQUARE FE 4 OCC. • I SQUARE Al OCC. LOA' SQUARE FE OCC. • 8 SQUARE OCC. OA' TOTAL •L ARE FE TOTAL OCC. LOAD 1st 17,868 596 1,312 4 120 0 19,300 600 TOTAL 19,300 600 TYPE OF CONSTRUCTION: V_N UBC EDITION (year) 85 SETBACKS: N - S- E - W - FIRE PROTECTION: QSprinklers ❑ Detectors ❑ N/A UTILITY PERMITS REQUIRED? (through ( Yes ❑ N o Public Works)_ ZONING: - . BAR /LAND USE CONDITIONSEyes ❑ No PRINT ME( \7 I— — 61t"--74/0 6"/ -- CONDITIONS (other than those noted on or attached to permit/plans): 1 Project name must se c an e. rom ou cen E Plaza per City's letter dated June /, 1989; 2) 'ub l i c Works plan review letter i s letter in the proc of hPi tla nrPaarPd_ and will be forwarded to the property owner to become part of thi s permi t . API'HOVED FORS, P BUILDING ISSUANCE BY: �� lL94. , ,i .� , Z OFFICIAL DATE: -� �X• °"2 7 �5 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulat n9 co truction o, the performance or work. I am authorized to sign for and obtain this building permit. SIGNATUR : 6g c "e--- 1-- C••c.c_ (2 DATE: r- 1 7-----; PRINT ME( \7 I— — 61t"--74/0 6"/ -- COMPANY: (-z '' P 7 i lu' This permit shall become null and void if the work is not commenc 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. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: OS! 1111110 r ss BUILDI'G PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA - Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING 60 3 PERMIT NO. DATE ISSUED: Lv- 7 -7q FEES DESCRIPTION AMOUNT APT E DATE BUILDING PERMIT FEE 2,277.00 -( ^ 7. 9 • PLAN CHECK FEE 1,479.00 8619 - 2 -89 BUILDING SURCHARGE 3.50 (x,35 / -,2 -8q ENERGY SURCHARGE 15.00 C� �p-- OTHER: 1st TOTAL - 3,774.50 1,312 4 PRO.I1 C i INJF 0F11`,In rlorJ 375 -399 Strander Blvd r.� I •' Jim. 579,000 PROJECT NAME /TENANT Tukwila Pond Building #B ASSESSOR ACCOUNT 262304- 9064 -37 TYPE OF ® New Building Addition Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: New Retail Building PROPERTY OWNER Spieker Partners PHONE 453 -1600 ADDRESS 915 118th Ave. S.E., Bellevue, WA ZIP 98005 -3855 CONTRACTOR Ned Lumpkin Inc. PHONE 329 -1129 ADDRESS 1627 Eastlake Ave. E., Seattle, WA ZIP 98102 WA. ST. CONTRACTOR'S LICENSE # 223- 01- LU- MP -KI- #24468 EXP. DATE 12 -23 -89 ARCHITECT Mithun Partners PHONE 454 -3344 ADDRESS 2000 112th Ave. N.E. Bellevue, WA ZIP 98004 USE 4 Retail / B -2 Storage /B -2 cODr corapt Other /B -2 if\N(:r / / CONDITIONS (other than those noted on or attached to permit/Plans): 1 ro ' ect name must be chanced t rom SoutricentE Plaza per City's letter dalred June /, 1989; 2 u is ors pan review let�er is in the proc Rom 1 Vii SOUAFE -E i OCC. LOAD - SQUARE FEET OCC. LOAD SQUARE ► FiaT OCC. LOAD SQUIRE Fklw r' OCC. WAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET 1 TOTAL OCC. LOAD 1 1st 17,868 596 1,312 4 120 0 19,300 600 TOTAL 19,300 600 TYPE OF CONSTRUCTION: v-N UBC EDITION (year)85 SETBACKS: N - S - E - W - FIRE PROTECTION :Q Sprinklers 0 Detectors 0 N/A UTILITY PERMITS REOUIRED?r yes O No ( ou worksi_ ZONING: C_p BAR /LAND USE CONDITIONS ®Yes ONo PRINT E: �c--� � 74/d u te_-- CONDITIONS (other than those noted on or attached to permit/Plans): 1 ro ' ect name must be chanced t rom SoutricentE Plaza per City's letter dalred June /, 1989; 2 u is ors pan review let�er is in the proc of hying prepare and will be forwarded to the property owner to become part of this permit. , APPHOVED FOR BUILDING ISSUANCE BY: jab, At, OFFICIAL DATE: f� cf °- 2 7 Cx/ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulat' co truction the performance or work. I am authorized to sign for and obtain this building permit. SIGNATUR : �` Y DATE: ' ?i PRINT E: �c--� � 74/d u te_-- COMPANY' P,-e24t e/U This permit shall become null and void if the work is not commenc within 180 days from the date of issuance, or if the work is suspended or abandoned for a period 01180 days from the last inspection. CERTIFICATE OF G O` 0 �� OCCUPANCY NO. _ l LD_AT1E ISSUED: r CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspectin r t fl. rkia n INSPECTION RECORD PERMIT # 4c0?>) Date Site Address 1S- -596i Requestor odph Date Wanted (9-1'5'90 Project-I- roject -I t Ck_ Phone # EVE7Ch'h'iMi:1s'.: )0 :00 e. p.m. Special Instructions Inspection Results /Comments: Inspector Date --Pe" cywrc: a;: u�t,'! z: 2x��,:;: rrw��s •;.�,�.,,�.,.�rwxA,..,,�...,. .......,.,. ,_. ..�.. ...._..�.... .... ._�___ CITY OF TUKWILA INSPECTION RECORD i4) % // 4-,_ Building Division Tukwila, Washl naton 98188 ( � PERMIT # ( SG 3 6200 Southcenter Boulevard (206) 433 -1849 Date /-9- Fa Type of Inspection (_J 171' Date Wanted (jae -i / -/o_9v a.m. Site Address 3 -7 — ,315 5 Ya..� 66e7 �1a# Project Tc�,(� �ch —ele Requestor 'air. ce,- ,_..e�C..:,,_ Phone # 5-7--/c/3 7 Special Instructions 00 0 .m Inspection Roesults /Comments:�,L� ?)---e) A [16 G dpQ. c Inspector Date /�Ga %�C% CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 .. . INSPECTION RECORD PERMIT # Date jovtesysl Type of Inspection rfr'io/A,LtillYL Date Wanted /4?,/cogive? 375 617"a4thvb Project Site Address Requestor t4.(47/004— Phone # Special Instructions Inspection Results/Comments: Inspector Date anv: ._elM.xl`tA7an,1.1.14Wer.Lit•rl .. +..,*i .17,W /.6v.`1S"1J??t!t.'lt: xf'ry,;J:.r:e.x.�ed• CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 r...F'NL/r�;7lii " :ti.`.S1'S'71: �.'...t• ....'.i';. .. .:..�.. lr ��:x•Itr:., \. INSPECTION RECORD PERMIT # Date 3 / Type of Inspection Site Address Requestor Special Instructions 1,' / w� Date Wanted 7 a.. /z- -J-7' a mm Project 7-6<-4� Phone # Inspection Results /Comments: CITY OF TUKWILA Building Division Tukwila,,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection Site Address Requestor INSPECTION RECORD PERMIT # � � q 5�rc BI Ka p (Q -Co -s9 Date Wanted Project 1 Dom.. Phone # 015- J 71 ';k'O2�s.�tt;:L4sri6:H 3: too .m Special Instructions Inspection Results /Comments: 5 , Fj o rh 77 (b4 cp 5 -'ell D J_/ ,4 S "I— Inspector Date :t:t'.iWel.t.' titILI LY2YA ;'1'iatt+Yn,'S,0,1q,i.'ut.:.xri CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # Date t .Q9'sci Type of Inspection r'•I1(■r, Y1 Date Wanted ((- 30 '`461 Site Address JAS- 1 .5t(o,ncipi. a Project Requestor Ralph Phone # / Li'j-1 611:^.'.10=TX$.t tk*F , . GI: 13 p.rn. Special Instructions Inspection Results /Comments: /lad'" ki—e -G (t9r\ rie b- (b-4 1 Date of /*-P'9 CITY OF TUKWILA Building Division 6200 Soulhcenlor Blvd. • Tukwila, WA 98188 433 -1845 • Permit No T 6.1.', 3"/: Date �i�� 'c:';/ t f Job Address 375 �%"� j✓ 5 fX CORRECTION NOTICE The following items .are found tope in violation of ,prdinance an/df shall be corrected. ` - ''r b/fe �41-1— f � %f ,2( � .G r '( %r9 (' /`l (.717 6.1 / `; ' �' ,, `r7 �s%'fi�' !r �� 1 „,, l4 "66 r % �f !�'cYC f, c i. t r /C% i r'I f';l !72' /; e f 71 ;.1'76-'1,1:' j' j'/ �i?4t� - r'' `. Signed Building Official /Inspector CITY OF TUKWILA Building Division 6200 Southcenter Boulevard. Tukwila, Washington 98188 (206) 433 -1849 4. Type of Inspection /61",;%62.00 ♦ 9 Site Address 375--.31 > �'c p` if%iu4 INSPECTION RECORD S/ 3 / �C7 PERMIT # Date Requestor �� to r:: i <:••� :. r;n �;; r.Y ,� . Date Wanted a.m. p.m. Project /U tv;4? Arai 04. 5 Phone # Special Instructions Inspection Results /Comments: 5o � � ��/t� <!2 y ���'�`.� Dy° Date //// er/ %a { � "d�t?iitS:;i:i`.�s��'F:hiva.��t gr -:.' aavr. >n , a�.� ,- •...»........ ,.....a...� CITY OF TUKWILA Building Division 6200 Tukwila,tWa „1 shington98188 (206) 433 -1849 .... •...rw.,.Y.: .�:+ayti <w'x> INSPECTION RECORD PERMIT # 5 e 3 % Date //— /'3 — 65 Type of Inspection pp ..c 54Q /,• • Date Wanted // _/'' -8? a .m. Site Address 3 /79 17--refr,i 4,,,a Project 17,1c, ,/ „,, 24ir25 /3 Requestor Rio l a4 Phone # ,r7 5 -- f' 47/ 3% Special Instructions apeggaiA In//s��pection Results /Comments: St 31 r4' 1 oYtit F3617dki,/ s Atoll r roo Slc� f i r C 6141/1 ft.e'-c cad t`," �..s' Inspector Date /////f479 Type of Site Address Requestor CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Inspection /1c :375 /0 _3 5 yz---0,2.4i.t R/tp_i) Special Instructions "be.....-.•>3 INSPECT RECORD PERMIT # Date Date Wanted 9—/?-62 a.m p.m fue, Project /00,e, Phone # 575 -l4,3 o 4LA/7 Inspection Results/Comments: or ,V197)-gs • s e'le.?-(0' s:-. Inspector 94,-.64-01 delet;;;) Date 7/t/Or CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 . • ._....:. _...._...._. .._..... _._ ................ ,....a.�- .....r.�.m...nMw..,..a i „tYg!ea- Yat:f.”, INSPECTION RECORD PERMIT #,5 6,31 Date 9 " (3 - 9 9' a5 Type of Inspection (' C�1r'1C�f- _ Sr- ed. (PrQ:cc-tDate Wanted �' f g� a.m. Site Address 3�1 _ ;319 o nd.c'r BwUa . ProjectT') Ric v. ebn r� Requestor (.\ Phone # 515 (-131 Special Instructions P.m re o: - 0 Inspection 'esults /Comments:,// :lf Inspector Date /0-. VOWI.S CYf.L e.l.r,..., +, CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection ge24,e_L INSPECTION RECORD,o,3,- PERMIT # SG 7 � Site Address ,� 7 5' •� Requestor Date 9 - ; Date Wanted i1j q, -‘-1,1j a.m. p.m. Tom- r°64 Project Phone # S 7. - /x{37 Special Instructions Inspection Results /Comments: Dime 1 lac' e. ii‘ t©; o-F7 Coo e -e ��n r,Ug• S ..Q560 ,,,;cr ;)C; 3o (,z; (-25 tr.,c...,t, d'l 0,' (2.4?3 k'..3 -e,..J 4c.,?` • r,ta ac 0 J Ur f � �"r.) �" �' i.r , .ter � ..S °-,- i �. ,� ,.� 4' . .�"'.r�" rr'07 f if l s yr to k. r A' v../.1-1 r O c' r An-t e -,o e P ,9_ r i / S s'r1 r //.01 Acme i*r(f�`?pf;;, ■ f # �t4 `rr i 4 ""! , r, / ,.9 ! r'1 �a .,�:. )-9 i! t`,.....() A.--...t" - PL �J //10 r' 1 i 14 ,� r2 'I e-) e'"` :� 0 :S' L 1 ke,- 14 l r ;' �r h S I've e Inspector =cx" -cam Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD 11 55 PERMIT Date Type of Inspection 3\ ab (conc_.ke) Site Address 3-15- 3c■ 13(vd . Requestor R(3.1eh Special Instructions @V (1., Fj - `ivec 1 �� tFfrtd.: Date Wanted S"'a5 _ a.m. p.m Project )KUJ 1 OL 1Ond Phone # 615-)L13-1 T 9pe cter Inspection Results /Comments: /1 Inspector Date cr Y:l f>>;�'xiil('�P �ii'�ii iF1L:r,'a rlsa, is3Yi ^n's'.fU. ;xsi. infon iwf un*: ur....*K d..> r .�......,..�...,...r._......_.. �._,.._... CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # S6,3 Date %' Q - Type of Inspection l_D \C-r-e_t.Q 5 (0--b Date Wanted �"'02, $'j a.m. p.m Site Address 3-1 5 -30t 9 51 -0.nC ( a ,id Project "11.) Kuo l \0L_. oncl Requestor 'Rc1� -1 Of) , Phone # 5-15 — 1101 Special Instructions ?Dv l \ di n3 Sp-Pc 1 GO 1 ltC-br 11.55 Inspection Results /Com ents: 5 /c'4 ,he,' Z-e/14.7 10001,. _. Sp ee . o11-' / -4 $ti Inspector Xot-2,"- Da to -7.3/47 sea.,', 'tYe$..c iit§!it,.}7 xs.N¢Jtrg!.ti:.tF,,.nF o.F.y.s., ir_1'.!.`zwrn CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection FO--6 Site Address 7 Requestor Special Instructions • INSPEC -1ON RECORD PERMIT # c6 3 / Date Date Wanted �. , �_.. a.m. Project % 4 Pd -.4( Phone # .•S" 7j -- /g1 7 /a:3 m rl: p.m. Inspectipn Results /Comments:?C /a =/ ///-1 s;2 c2.. C C GC// //! ‘e Inspector 1101>hl 01.d2,7 Date 7 ? /i CITY OF TUKi. ILA Central Permit System ‘,...ontrol No. %ct -O56 Permit No. S^r✓ 2' ' FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works -El Fire Dept. ❑ Police ❑ Parks/Recreation Project Name 7 Address s z , 39'r f , i/ Type of Permit(s) T / This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. /,? 1 J This project is NOT approved by this department; the following corrections are necessary: () (. ) () () () () () ( () () () () Authorized Signature Date / This project is approved by this department: • Authorized Signature 2 Z Date CPS Form 3 BUILDIL3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) VLVV ‘1414411111017111 ill LJVYIVIQI{/, 1 Ilninutca ••r1 WV/VV (206) 433 -1849 .01,14-14 .iT:�>rL�lZ ttET,'.L•Iil;ii( ,�iif��7i��■1 I'' ,c:;- :, TF ITECHENDBEIMINIIIMEI gir -- PLAN CHECK NUMBER 8 �� 0 '�� PLAN CHECK FEE > APPLICATION MUST BE FILLED OUT COMPLETELY SURCHARGE IIIMENEM TOTAL SITE ADDRESS SUITE # /7499Pb a l'°( / % ,/� r //)76 VALUE OF CONSTRUCTION - $ NSOUNT I PROJECT NAME/TENANT -'5.P49/9( . t:Cil/ ;*7 •Pi‘. 6) ASSESSOR AC # TYPE OF New Building Ad Ilion Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: // AirAti BUILDING USE (offic,warehouse, etc.) ../ / v NATURE OF BUSINESS: p,(2/764/ WILL THERE BE A CHANGE IN USE? V No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: ,c7 6,e0 Tenant Space: R L, Area of Construction: 6, bc,Aut5 WILL THERE BE STORAGE OR USE F FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ce' No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER ,every ,. PHONE /./.3 „li ADDRESS ��; //, A ,, s ��kete 1 °CONTRACTOR a PHONE 5,2z ,0 ADDRESS /e/27 -,/)5/1/22,12g 4 v . LZ -) Z Fg6v , WA. ST. CONTRACTOR'S LICENSE #33 .0/— L/7- P/p_k/_412 EXP. DATE a,‘, Z _gC ARCHITECT /4/ y19y► -Ty 5 ' Aoh i% /41 eL✓Kid)/ /hu !?nfc PHONE ./r74-5544 ADDRESS •2,G.) ,l'-�',4 / /`L�L ZIP,M04. 1 .SAME :TO BE BUILDING OWNE OR AUTHORIZED AGENT DATE PRI JAVA ADDRESS CONTACT PERSON j/ ;-,a,dff in Cdr' iEl) Avv /1 PHONE CITY /ZIP i4,,e,,t PHONE /33-/-/-/ 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 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architecUengineer, 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 about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES MEW StKAAITTAL CHECK...3T COMMERCIAL WCOMEflC$AL�thLD$G8/ADD /A ilf Completed kitilidiOjeeketi(eeettoetiOit:Aone:.toe,.. Two seta (2) Of the foilowieg;;;:;•:::::::•:::::., Speolflcations engineet • state, T°Ppgra1:: by Washington etpkett*.tx tetthiteet 1.00. descnpbon ...i.tft±tiehteit440:::Stitte.. $tjcefl , : ••• • •• s• • • teceirtil drawings • • COniPfela#0iitir permit applicalion &x (6) sets 01 cMI drawlngs RAK STORAGE • • • • • .• „ „ •,•••• .••• • • •;„ • ••••••: • • le*. Two • .••••• • Itoor plan showing: •• " ,,, • • • .•'•'••:••• . sinictuticcioulaiions.'stanlood by (tick riiikatoOge *out awn and RESIDENTIAL : . ,. ,• A. N . T. '.' .•:: ..,' •. E . ' • ... : •..-:N" : ::•:::i:;.;.•• : k!:•.,:••: s: s•:- •:::. •:.: :: j.A.;:7.:. • .. '.:: 7 .: ; :.:....•::; .t7•' ,.• ••' .i. " :.--.. . .:......•.;!..",:::.„.:... :,.:.,•.'-::':„:..': .,.''.:0•....,i'.•-:.: ':•.:„.,.. .:.. t:„•:::„:..:.:'....::,....:..„ #::.y. ::.,::.:.,::' ',...,:.::..6::::.' ,.t:.■::.:. i,.-,:....,.•:,...„.•:..:.::..„.4•„7".,• .: ;..•:. . •::: ?i:7. ::..:::.::...4 ::::.:;•:::. ..:.••-..::....:...,... :4::• :::...:':.:::;% :E.::::• : • .,:••::•:::„i: :: ::..: s Oon$i.64I4i kinw:n,rHi1: ,•:..:.:• :.:,•.. i•. ...•:... ::"..::::.: :::.::.....:,- :;:i..,,..;:: ::::;..,::......:•••....:1..::.'.•,: .,... "•:•.,..:;,. :.'•, !I:::...• 4:.:.,.. '. :.....;•,'.•• ,' :.'::;... . „. :.:„: • ;::: ".•:::..:...:„:.::":t.:...::• : :: • !:,- : i;f Two i,iiti:et piik:iii0b1!0 • P40 :of .(showing 'building .i it„:;' '1..,.,. '• i..: ,.•- a:• ::t:,:,.; : :ott. ; ..:- .,-.?: t.,,.... ..e......-.l.F....*...••,..:•... • ..:• .....• : , . ... . ... . ::. ::. S:::.::. • . t.:.:..:., ..,.- .,'....,:... .:::-..::.:. i:,.::.: . i...::..i,, ' : : .. i d i.,:.e ,.::.. . ::. . irsatt!:,iii*Oi7!iic,Ot struotir0ii;ilt:s.s Washington engineer 1,Y:b0:( 1 R E R°°F C od :ie bu (one for each stucture% NareVd e tdd6).exliteg roOti:Materalbeing removed, and insP°6tiol and siin,,:':.:;... 7-..:... ...:.:‘.:.. :i: .„.• , • ,, , , , , ' • ' ' ' : ' ' . ' . • comptei'a building pTr)it app1icEon (one for each snui' Two seis.() . of working •drowIngkiWh... • Site P bon pian • Floor plan. • • Root plan • BuNdng eievaUons (all views Bul plans cross-section . Washington State framing .. Energy Code data 810•:'(6)taita of site plans showing uties • Note Bung site plan and Utility site P4inittajo:OPOontb uIry pannit applicadon and cheoldist For ripociflii..:spbfriftoof Oii■OgrepoiCal and soils informaWon may be r.quked • • . . . „ , • , . • " " • • ' " ' • • . • . • •• • • • • • • . . . • ; 1 of te . : ® I jai. —** ,a171L • ; WALL, -41 1-1P144014 Ct‘fr) v.-1 11104,y • ,7 •Hrt4u :of .$mt.ikte$2. L.4-nlAry- 01:411e; fidlosiaji-eAhf, 0 trP ft 1 understand that the klan Ghee subject to errors andiomissions idppn ill plans does not autho ize the violation of nj adopted code or ordi ance. Receipt of con copy of approved plar‘ acknowledged. / .05crt1-4 Bv 1 lin itSLA4.. MIN s 6A,4,9r.r 'Aybove. '—H .H N%4'W efrto 5Ay frx:o'-o;1 ; CITY OF TUKWU.A APPROVED • 1999 (Th FLOOR PLAN BLDG B • BUIL •ING iVISION ■•■••••••••41....■•■■•••..........■ IlItIIUIIJHiIIIIilPIIJlI hill -7d H111111111 0 Ity Tfic. IN( 2 3 /I 5 6 7 8 I 9 1 0 11 mt.. IN GEPMAN f NOT :: If the :microfilmed eocument is less clear then this notice, it is cue to the quality of the ori;H;inel c'ocurnent. 0E: 6e. fie Le; 9c.: SZ lie. CZ , ZZ l.: oe 61. 8f. LL 91. GI. +71. el Zit Ll 01. 6 9 ' ,,; ,-..i..,..;,...._ ,,,.3:;,;;;;_.;::,„.:•,,,,,.-„,-;i,,,,-.-....:-,-,‘:,:....i.:,,,T,-,2;,;,-..,,,.,7.::;;;;;Fr'-'-i,:-.4,',W;:'zi•t7.-%',":0- IllithililffillillilililitTIIIIIIII IIIIIIHLIIIII31111.111P11111111WhilthillIIIIIIIIII 111111nliallffil 111d1111111111P1111111111111111111141)111,4141)110.1.11111110111111111111j1j)11111.1191110.1,11 JI iliIIIIIIIIP : '',,f,',7,`.■9. ',"-,7,-," '•••• •"•'-'•,'•:',,•-,---.,,,,,,.• ,:-•:X, 1 yittliv.11-0,11 t7-5 414)6-4-w) ,16) (:1) • .31'17.1_ 1-49.(7a-- • 4, orr--- (II) t te.c>4.71.= LLAL-1."-( P-M a9f2.S) 7 To arigio PP'OM ..4152-10 Fizor-1 • alfzio. 1 2(‘' .4/ tz j • -311.!rra 1-'5C-112.) PA.Z.6... • it- -ROOF PLAN BLDG Ei Wk.. I ! 0 I 10°. (fr) C;-1 CITY OF TUKWILA APPROVED och 1989 B trIN:D:1VISION AS .. ...,..... . ,i" • e'•• - 1 ' --"`." -' • • '''' • ' :''''.• ' '47"".•f:•••-,"--`•-%. ;.;•• .41.•:-"",ir•-••4;45Z••••=‘44-1'n'ts: •'•-4-='"A74r,rZ•n.",'IF,::11;4:•tt-‘,4•,•..,;:‘,..-.z.,'•;.,-1;':.w4.4.:4,:t...,--,,i,-,...:-..= ..i.,...t,/,--zt.-:,•tt.:-,•.-4,,---..--1,....,,,,•:..74.6,..- et k,•:.; ::-;,/•.:,,,,-:t.'"A=';'7,3.-...';', ,.1Q-.. ? -;1- -••7-''''(-•'.."."•,,, <-- - =',:,,..•. • #. • . . . ,, . . . .. 11111011)111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1 11 111111111111111111111i 11111111 11110111111111111111111111111111111111111 0 1G THS 'N'-" 1 2 3 . 4 5 6 7 - 9 in ii mo""'Ff4/1-"Y 12 (7- .._:,-- LL- _LI, 6 c.31 e 1 NOT: if the • micrcfilmed document is less cleer then this 1' . notice, • it is due :to the :quality et the oripinel c'ocument. , • --,---•. 0 .: (-)e- tie. /2 9 gz 47.e cz :.ez Le oe bl. St Ll. 91. Si 'S.1 471. EL •s— t1 0 . L 9 g 111U111111111111H1 F11111111 Illih111611111 11111,111111111111111111111111111 111,111111,6111111111111111111111111111.1111111111111111111111111111 IIIIIIill I 1111111H1111111111 H1111111 HIIIIIIIIIIIII■111 !Jilin(' 11111111! 111,1111,11 111,111.H1 ■111.111:111411111111 .,.. .. :-,::i...,-,....:::-..-...../.........••••:.4......:::::....:..;' ':::*--L.,•..z.',-...:;;;•.••`;'•..:-•3.;=.;...::?.-;......K;K:FT'• • ...-- •"•". • - '-`'• '- - - - ''.-:••.or--• - • ,.,.:, ---,.....,,,, ,,,...--..----. -:,,..,,,..J..1.-----...- ..y-,.. .,„,- '-'• .:,5....„.7-*:;;;., ,,, • G2:-) .Amml /(/ID: piummuktom ti��l�l�l�J !RI tsIEW 1., Gp- 27 ; x x 2 IoH 4-1/6,•& 1 (v" • i LAROED E VATICAN c P 11 ..t" I44 4-' RROJECTARCHIIECT 1 - , l4 ,'A-/a21-1,t4 DRAWN '2 1- Oil r4,, CHECK 4\ 63'2-'' CITY OF TUKWILA APPROVED OCT 3 1989 8 ' ID NG GI !SION ., _?"<.. .rs..- ,.. r .. ,;.,.. e.. �, ., ,.r ... ..a.... :. .._ ^ �--- __ ... .e r._.r .:.r+ - ..a:- ...r,. --,.x, ..,r�'"' ,..a.,, aft.. C. --•�. ":. ::.' ;ut' �,r'`..- �-ic _:�-- •- z - IIIIIIIIIIIII IIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIl111IIIIIIIIIIIII1IIIIIIIIIIIII IIIIIIII. III IIII111111111111111�I,.f.1. 11111111111- L 1l. lli11111111111 11111111iilllllll I l ITI'lflllllll!'if 0 14TllvINC" 1 2 3 _ -.-_ — 6 .__,A. / 7 8 9 10 11 MGEINGERMS 12 NOT _: If the micrcffiimcd document is less clear then this I ncticc, it is Cue etc the cuality cr the cripinel cccument. LZ 9'; SZ +IZ cz ZZ lL o bL 9L LIL 9L Si •+7L CL ZL Li !• 6 8 Lff 9 c i7 i Z L ww U Illf ilfll {II'lfill1Illl IIIJ II�IIII1! Illilliilllfl {111111IIIIiIIIl1111 lllffllllllllfll! !I {I!fffill;Illlflfill {VIII!fll {111111111 {ll1i1111111111lIIIII III l 111 I II ' I I I�Illl�lf!l ill. illlllflli111111111I1111111lII111111f11l1111111ilIIIII ,,I111l111111 {11111 I I t 11 1�1 (�1,11111111111111�1 {11111, ,!I .:.- ✓_�',!: _.... , -..:.. STAIE. OF WASIIING1ON NORTHi! ELEV BLDG B SOUTH ,EL.EV BLDG B 11-vi V 7- MITHUN PARTNERS ARCHITECTURE PLANNING & INTERIOR DESIGN 2000 112T11 AVE NI. BELLEVUE WA 9XIImt ( 2 0 6 ) 4 5 4 3311 FAX 0061646J71(' CITY OF TUKWILA APPROVED oci 3 1989 6 LDING DIVISION I . HO ■ ■ - • - ■ • ^ - • ^ D E fi;VISION /.... --a , ...... .41,, ---.../....4" /-!%. .....-..A.I\ ../ . ,...., - --,:: : ,.... „..,...0 •+*•,-.-P,,...„1,. .,,,,,, .,,g.,, 0 it' THSINC" 1 • 11111111111111111111111/IIIIIIWIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111 111111111111111111111111,1111111111111 11111111111111111111111111111111111111111111111111111111111111111111111 2 3 4 6 7 8 9 i() 11 MADE IN GFPMA, y 12 — NOT: if the microfilmed c'ocument is less clear then this nctico, it is Cue to the quality of the oripinel eocument. \..._ —.) OE t-)e. He L2 Ye. GZ • ve. .ez oe 61. 81. Li 9L ZI H. 01, 6 8 L. S ti lifill,111111111111111111111,14111111111111 11).1,1.111,11dIMIIIIII141,11111111111 11,1.11111,!111,1,111j),11, )0111111 • , - • , • (T; ••■ •1 1tv-441-- 4112r et / ( i• 4.1 WEST ELEV BLDG B: al■memownser,tmapollecslw • Fe:A2 -1-r-114,1'%4-r" '10 \..4-y-azoriza-4r CITY OF TUKWILA APPROVED r-,-'>-;%9 DIVI ION J. . 4..4t EAST ELEV BLDG B • \ 1116," -- IL-011 - ' = • • k , , , — • 111111111111111111H11111111111111111111111111111I111111111111111111111 4 5 6 7 8 9 10 11 MADE Itl GERMANY 12 rN3T If the micrcfilmed document is less clear than this nctice, it is c:ue to the Quaiity cr the cripinel document. GZ lie £,Z 'ZZ ld C). 6: 1 11 11111111111111111111111111j111111lIl 1111111111111 111111111111111111111111l1111111111111111111111111111111111111i111 2 3 OE 6c.; if 9e 61111111H111111 0111111H111,1hIH 1111.11.11 et LL 91. GL 171. CL L iiHhffillild1H11)Hihrn WOW! OL 6 R L 9 111111111111111111111H111111h1116ifilidnlim 1.11•Ifiroarrermaa* :? -2 •ow, r- et-411)00 4 >.< > t >-‹ 0 42.H11, vAh-Tep & -r7,7' ea-1,4420re 11 --- .i --- e ' '-'5VIit)OF TUKWILA 711 APPROVED AO 0 C FLECTED CLG PLAN BLDG B -6" 1989 < NG DI SION 4 .„ I- N - G1 •N••• < 111111111111111111 1111111111 111111111111111111111111111111111 11 1 I I 1 11 1 I 11111111111 11111 11111111 1111111 11 111111111111 1111111111111111 1 111111111 1111 111 11 1111111 I 11111 I 0 16 T11, INC- 3 12 • . . N,.. OT17 : I f t1h microfilmed doc uImen t i s less s .1 c.,,,.....l-_ r e,„ ._ . .a r — t h n l i. r. t h i s s _ notice, it is Cue to tle cuality ci th oripinel docuent OE b' L 9C S CZ t bl 8! LL 9l l +A el l IL 01, 6 - , s 8 1 1 1 1 1 . 1 - 1 1 1 1 i-tttlifi 1 m tuluipi l ffil E RM Y 6 5 6 7 8 9 10 i I •-" *YIN 0 Sy II II I I 111,,:: rt, •' . 51 e-- A cia)31-/N6 ENLARGED PLAN •RCH ELEVATION ,. '''''' 'C. •A''r 1;Cf ...: *4 s.v-:7,..,:,(!-;.-!,,S.:::., .." • !:,1.t.. 0 ". T"'.." " 1 IIIIIIIIIIIIIIIIIWIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111111111111.1111111111111111111111111111111 11111111111111111111111111111111W1111111iplipil 111111111111 2 3 4 7 8 q 10 11 '` ADE'NGEPMA" 12 . NOT If the microfilmed c'ocurnent is less clear thsn this noticc, it is eue to the. quality or the oripinel c'ocument. ‘... ZZ ° 61. 81. LL 91. £L CL 3 L v4v, 0 WI 114111 ilik1)11111 J1,1,01111 !MIMI liN1111111111611111111111111111114011 MI6 ilithill11111111! LIIIIiIii11111111j11 • „. - 1,41 cO)i2 r-1.166H1--.6r f3q-Jo 011-1.) 1-,a • - 61.,-)1.0H • =1:_••=_ 4 A39,0 — 4--agef e" ,L611 Gm:1,4 CITY OF MORA , APPROVED 501 1 H rRE 5. 1111111111111111111111111f11111111111111111111111111111111111111111IIIIIIIIIIII 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 0 16 TH"Ne" 2 3 4 5 6 7 8 9 10 11 MADE IN GERMAN 2 , OE Lie sz 47z zz NOTE: ifbIthe grnticre:Lilme9c1 docustrn::: 1■11111H1114i111111111111111111iiI1HIJIMI 1111111111111111111111111111111111111111111111111 !MIMI 11111111111111111iihilihilliiiillilii 1111111111,11111111111111111il HAM 11111111i11111111111111111111111111111 notice-, it is eve 'tc the cuality CT' the Cricinel c'ocument. 9 G ,11,4 0 Ilt1111 111111111 1111111111 -; 7, PROACIARCNoei Fr4:11. CP■ECt• 1119111:00111225216 nzimartatons FROJECI• OA J 565/ 'SECTION BUILDING B CITY OF TUKWILA APPROVED OCT. 3 19P1 ..:.- ...c -... -. .:;•...,.1m•.'. t '�._:[.- - -..-:. - ...� .,fir, - •r { { 1 { { I I 1 { { 1 q 11111!x!1!1 11IIIiillit »!1111IIII11 {1I111111iI11! illifili1{! IIII j ll I 11111I1L�I,I!IIf!1!IH 1 {111III!I!1II'I!IIIa{! 1!111111111 III1111111iII I II!1!1!{11 0 16 T{IS INC" i 2 3 4 5 6 _ 7 8 ^1 0 1 9 ,r,---- �•- ..,..._� .,.,_. ..._ -_ .._ 1 l / { MADe IN GFRUaNt I 2 1 NOT If the rnicrcfilmed eocument is less clear than this .'•' .r,.. ..r ...,..� ., : .. - r... n os . t. f i . _ .C.c ei, , . _.,•i.. t .,^is ._.... .. � ..-C, , . ..u, ✓'e ,r .. .� r t..r,:.c y ..:¢ t,>, h+' t e _... ' c I. uN el:� i.��ty<.,;.� .CT . .J the a,... .r Ocri r. . ix . n_ e, h Ii c_ 'o% cf, ll d;- � m. e:.�n. t- .I 0E: r "' e, LE' 9 GE VC EZ ?2 Le; 0? )L el LL 91 SL +7L £L EL LL 01, .� .s> �. .. . . -�. 6� ®.L l{ . w• , :v O Illllltill!lli►t)I���� {��►�;I!iI! III illi1l illl(�1IIII'!I�II! dill! !1I!II IIiII!I!lIllllll!I!1II! IIII !!1IIIII!IIiIIIIIIIIII!I!!II !l III!AiI' II IIIIIIIi' l' II�IIIIliili11lIIIIII ! � fllli!i. II! III}I ilil lr� lllllllll llil ! I i LI I 111I11I ! ll! !I!I I I 11!I1II II � 1 • I .-!It zs 11 IzotaF Act- Al-czamit%,.. • 4• „-. 2929 \-11CGISTERED ARCIliTECT THOMAS 0. EMRICH STATE OF WASHINGIOH evt) — MITHUt PART N E R ARCHITECTUR PLANNING INTERIOR DESIG: tillitilMila11111111=111111111! • I CITY OF TUKWILA APPROVED OCT dr. 4 ,Alf 199 • • h. l• NOT :: If the microfilmed document is less clear t h t „. „ . notice, it is cue to .the quality or the oriOnel document. • OE; he •ie L Y S vz ZZ Cye 61. 31. a GI. GI 171. CI Z1. LI Oi, 6 8 ' 111.101i11.111111111tilld1111 „,. 111111.11111111111111111191,j1b1,1111111111111111111111111 • 1111,11,T 0141111111 "*”. lEbY et-Xttfi r°144-1 I4' -1911 14i-o" • S GABLE DETAIL 21I� I loll ,A1--41-I L 1 r 2oLI12,tH - 6-3D epurtitier Trig' 1.60►t.p I t COU,I.I°j' F bez.2.0/A7 SK'YLITE DETAIL 1 tJ.IIL&I E.x r L. . E.E. f a 'o. ouk :rE rL'Q 4 7h11:' lot,taf.4 6 rivr .'°4 I A4-107, AL1,11-1 =-1206 i • II 1 !l! a2 , 64 Z 4 / ROOF DETAIL 11pr1,Ol1 1 ROOF DETAIL ' 11211,E 01 1 aoubLe. G 1 4.prOgEers,Lrr ,6115r CITY OF TUKWILA APPROVED OCT-- --19K B ILD'N DIVISION 7 SECTION 1 i!1 !i O A' 115 iJi iJl Iii 1�i 1�1 iJi 1�i 1jl 1�1 1I� 1�i 1�1 1�1 1�1 1�1 lei 1�1 1�i l�l !�i 1�1 Iii I 1 i I I I i I I I I ! 1 1 I•�� I I t •�� 1 i i1i', 11 • 1 1 i i � l i11 iji i11 11 1 1iF -_ il 11 zl i i - -. I I I I I I I I {( 1 1 1 1 1{ I 1 11�1�1►i► ilijili �I�1�III�I{I 11�1�1�1�1�1�1�1 r- 5 6 7 8 9 11-) 11 MADE IN GERMANY 12 NOT If the microfilmed document is less deer then this notice, it is cue to the quslity= of the crlc'insl document. OE f)e Lie CZ 9e SZ *!Z cZ , ZZ [e. oG bt 1f e` rr - el L l , ... S l 47l o� I t ww. IIIIIIn►I n111111 1 1111111 11111i11. 111 11 �111II11Is1 11111r1,1>7 I Ii1f1 11�111�r1r11. 1-1 111 111I 1111�11 1� 11 11r T ill1 1111% 111 111111111 111111 111111111! 1111 1 I 1.1 .I ,1 . I 1' 1I 11l IIllilA ll {IIIII 1111 I 1111111111111111 1111111111_ 111I II!IIlIII1111l 1 i 1111111111111111( 1 1111I 11111 111111111111111111 111 1 . -.. :?' a�,....7.' :w' :*'. rr .f._ ,s c -N , v, ti �. . �...^ _:. _... -,s.. 'S' v?:= '�,- F.''�'s, 7,✓:.,.,- .l:v'�n-�. - a ,. ... .. � �;,- _.'� � +.' � -..i: -.l d �.Lf'c, y u 1,,., ,.,; 7ffi�, v° '" a,' ... -: ,rte/ ,y' >,:a f`- r`^�, y� .R..z- ..,s.� ,s.r.. y .. '7.�¢'.F"5'��i�i�:'.w .,x�.%',.- ..,7. .?:.. r•<; �'.... .E_. .fly..... - .�,r"�,<, -- .S, - • • • - --VaiMMOMMINESMN NO A DATE R(VISi /2\ eA) • /4\ el) 0,31D) / H ,/ zi°1-4,•=3!-, I 074.! HT) ) 1 PROJECT ARCHITECT DRAWN CHECK IMINEIREMEMMENEMENVINI TITLE PROJECT NO. g12-i DATE Pout,Le. 1l11.4 eo1dr-Elvr0L41• 2 THRU PORCH II ; 31 ... ::,..•7•7'N.,:;:.:.',45:;''''' -.r...?'":4"."7..''.... ti,,,f-c..7:7;f7.' -....:,'9...-.7;:. • .--,..- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111W111111111111111111111111111111 111111111111111111111111111111111 11111111111111111111111111111 11111 111111111111111111111111111111111111111111111111 ....,:'...' . „...... SHEET NUMBER OPYnIGHT MITHUN PARTNERS C) 16 Tfl& INC" 1 2 3 4 5 6 7 8 • 9 1 (-) 11 MADE IN GERMANY 12 ■■1111. . . . . ;3 !'T/O:. - ..t7-Y41/000 •SrLP Src.�a igU PlzyJ/vao°� 46st, 1'A 4' e..tw?, w/z riod aoe. 1/2" FL YW000 w/ Cod 4'" Awl/No ANCAOR Pt9N6" y✓�qu. - Z 4. 5PL.'13) _5 w/ waoi' v5 AP44,4642 4®L o" ltd /PeP TE.V5to0 Donomosti 10 -13- �--• e7 tat tyt tATAL ete.t.0 the 4 'g0. ZxI Est- /4 - SZ S /MP.5ON 8 5_ _e "mtc — 2x4- eum..7. t)P WA1mL_ 16. d Ga" a . . ( rAl.4 ec;) Z-1 72 .5E-AM /5' -7 G�e/rac.,1N %4' -/c I /J ._ ue -OR FEIR /I.�tN Os -ar.:8 AS Al 5Apz -fie ct.-r c:, 72, .. rs "firc?"01e' ._.C.0"/Ai. • —I% ,. i ,e ' ! -w/ * X ;--(4 ? l t d" i CeR4_:x27 L(-r III") E -- 2X 6 CITY OF TUKWILA" APPROVED 89 �'- s'] . x2 BUIL ' ING DIVISION �i G a'�y.d';, +•; ••••• I�! 1 1 1 1 1 1 Ijl lil Ill ICI ICI I!I I I I I I �I Iji ill I I I I! I 1 1 1 1! 1 1 111 I I I�II,I I ! I�J�lil I 1 1 1 I�Il1�I I I�1�I�I�.1i1�1li,. lit �`` 1111111.l1111�:ill.Ilji1111111 11111111111 .iil.f11111111111i111i 0 ,�T„!,Nc, , 2 3 �� 5 6 I7 I 8 9 in r-R;:; if the riicrefiimed document is less clec.r then this n tics , it is cue to the quality cr the crig'ir.el document. 0E: 5!!C f3G LZ (JIG 54 hZ EZ ; ZZ 1� UffG 61. St L.t 9L SL •L EL ZL LL 01, 6 8 L 9 S 4 .1. 1,,.1:; 1 111111i1111�l�" 1 1tI.I�I?I. -1x�. 1!il i I I�I.I.l . 11�111I� II ! Iilw .i i lll.lrl- �� il-.i.r i lLlllli��i.fYl"lsi5 l llill i11r%1%�111?! ^Ii.o-Ia I I iYI,I" I 4II. • I{II�I1IIIIIIlIIIIIIIlIH11 111111111111 !I!Iflllll!Illlllilllilfll11 ' �1111IIIIIII I J!111!Ill 1!!111111111I!If! III! �IIIIIIII!Illlllltl{{1 � IIIIIIIII (� � It J IIIlI Y " "'./.�../f=.,I;3 j; "i'r2.,... f7✓ n...y. .?r �^ .... -3 �'. 5. y, r r_d x=M:'. f.. ...x�' �^ � .?..h��.. '�..a..,af<- 'i'i!f%• v:-,r ce�j.:..,t {,:s.��; ==2: "" :i'a ^:....,TrT.':x 1...r- . . . .:.t�;t . >. .., ::, -. ..,,... ,: .,.;.�.:...�....,,. -. -s.:.: s..,.. '.. .�._ >,s..r- .- ?s^�.,'��.•4'.h =� .. .lF�..,. ,< ... �r�^�r , .... .__.s,�.,.. ,w -_J'7i �< ..:t"a ,- - �.�..... _, �G ss...: �.:x.r, �'�.�en E.,,.io.e, �.... sciih��rii '.J',�- 3,.so:i.«r�is%si.�.o-..., sGa... k'a��,. -r. . -_: 3'- �.r;;..r'.o. 11111111111l11111111111;11 11 MAN IN GERMAN' 12 ' Mt.:.UM t1L•Jl. •1111.1 17 Yam • .. r • • Burger King •M4.rML . Plant Material \List SYN. PLANT NAME XCg1.1 T1 Acer platanus 'Emerald Queen' Emerald Queen Maple T2 Betula 'Jacquemonti' Jacquemonti Birch T3 Crataegus phaenopyrum Washington Hawthorne T4 Gledltsia triancanthos 'Sunburst' Sunburst Honeylocust T5 Liriodendr:on tulipfera Tulip Tree SIZE COND. 1 1/2"C BB 1 3/4 "C BB 1 3/4 "C BB 2 "C. BB 2,Y " C• BB TG Prunus serrulata ' Amanogawa' 1 1/2" BB Amanogawa Cherry T7 Pyrus calleryana 'Red Spire' 2 "C. BB Red Spire Pear T8 Salix babylonica 'Contorted' 1 1/2"C. BB corkscrew Willow Y r 1c i.1 Kt;›Gf�iJ�t�, ep=' 4' 4--!r Annual Beds: Species to be determi.r,ed by Owner HYDROSE "ED MIXTURE Bldg B • ;2-t F'T' tacaGP.�y"I c► j ;*,! 1'°`� - -- wit Shrubs S1 S2 S3 S5 S6 Abelia grandiflora 'Ed- Goucher' Ed Goucher Abelia Azalea evergreen Color variety to be specified Berberis thunbergii Japanese Barberry 1 PI Cotoneaster parneyii Parney Cotoneaster Prunus lusitanica Portugal Laurel Gr. oundcover G1 el 54-, 0,e H2SHN1 Iw G2 Vinca minor Common Periwinkle ▪ Underplant with bulbs 2 Gal. Cont. 2 Gal. Cont. 5 Gal. Cont. 3 Gal. Cont. 5 Gal. Cont. 4" Pots 4" Pots - varieties to be G3 Cotoneaster dammeri 'Lowfast' Bearberry Cotoneaster 1 1R "O.C. 18 "O.C. specified. 4" ipa 24"0.C. T u k w i l a P o n �d S e fie• --P€- t-:t t-- -- Pond Area Buffer Planting Areas within the 25' setback which are disturbed during construction may require additional planting in conjunction with hydroseeding. The following plant list, prepared by Rex Van Wormer, IES Associates, will be utilized in such cases. Trees: P1 Prunus cerasus Sour Cherry P2 Popui.us trichocarpa Black Cottonwood 5 -6' 11: 10 -15'C High bank Mid bank Section @ South Detention Swale Constructi • Shrubs: P3 P4 P5 P6 P7 Rosa nutkana Nootka Rose Cornus stolonifera Red-Osier Dogwood Ribes trista Red - Flowering Currant Philadelphus lewisii Mockorange Prunus americana Wild Plum 'I 2 Gal. 5 Gal. 5 Gal. 5 Gal. 2 Gal. Target Bldg, Permit Target Low bank 4'O.C. High bank High bank High bank • • • F : . • `, • • . •• ••• • • • • •■• • • • !REVISIONS 0 Ah P Ni IV .. i • *.,.•i. • ,-- 7-54k: i• ;� k / t"?'SVV4i4C„ 1 — 62' ^ L� - i��,,' ,P Plan View 6 J_. EEITTEE �► r • -wo'f ---•- Lat•tr dwr) Ors; ) /.a i. 7 I &X.:v. 1,f/S124. -i• 11-412.) p.c.•; ter .- . . it • • rY r a n d e r ee r' voAl e� —'zi —=� I r 1 I ••• ••••m•."1or•r...R,• S Secti7 ! -o•. NOTES B o u l e v a r d 1. LOCATE, PROTECT AND AVOID DISRUPTION* CF ALL ABOVE AND BELOW GRADE UTILITIES AND SITE FEATURES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY RESULTING DAMAGES DURING CONSTRUCTION. 2. ALL WORK PERFORMED SHALL CONFORM . WITH CITY OF TUKWILA REQUIREMENTS, CODES AND SPECIFICATIONS. 3. REFER TO SITE " PLAN FOR APPROXIMATE LOCATION OF ANY SITE FEATURES FOUND 1N THE FIELD BUT NOT REPRESENTED ON THESE PLANS. VERIFY ANY DISCREPANCIES WITH ARCHITECT. 4. VERIFY ALL QUANTITIES SHOWN ON THE PLANT LIST AND PLANS . IF DISCREPANCIES EXIST BETWEEN THE G}IAPHIC REPRESENTATION AND NUMERIC TOTALS, THE GRAPHIC REPRESENTATION SHALL RULE. 5. ALL PLANT MATERIAL TO BE SPECIMEN QUALITY WITH FULL, SYMMETRICAL TRUNK AND FOLIAGE, UNLESS OTHERWISE NOTED. G. ALL LANDSCAPE AREAS TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. 7. ALL BERMED AREAS TO BE GRADED SMOOTH AND CROWNED UNIFORMLY 6" ABOVE LAST RELATIVE CONTOUR SHOWN. 8. HYDROSEED ALL DISTURBED AREAS WITHIN �'HE 25' SETBACK. ;',1g rri r ..v+ri.••,!•..•MM1.•i•1•ll.Ni ►4V k' >•�.•_& S•'• ^. ,.Y.'�'�•1•r'•���iAN.••l M'•>a•'.fM Y..K17�Iwi.! ►IT".•�' W11 .• YC•'vT:.. �y,e �, ..M1•cim..~.0, 7rM• • or I frumwrM••f.ntioner•TMO�! ••••• PRNEOT - '' ♦.v ^. n J! I 1^ 4 / t ; 'a •� .l , - J.'!h I I 1 I 1 i I. I it I III I I �I c:• =r t � s 1r,a '� �'j�Z t i' s� �� <c r' E i, i ! 1 1 1 1 1; 1 1 1111 1II l,l 111 rIIII I I I 1 1 1 1 i'I I I I Ili i l i i I I l I f i I l l l l l l l I sl I f I 1 '1 i'{ I I Ili 1111r ' I I 1 1 I11 1�' II�11iilil���►, 1�1( li��ll��li�i�Ilil�l !1,11111�111(11ij1�'1�1�'I�l,f� % -. .. , ...,.. —..... .. _..__._ . 6 7 -. r.1 of 1r, FNwr J 12 NOT' :: If 'the. micrcfiimo;; document is Tess clear then this Off: ncticc, it is cue to the quality of the oricine! cocument. �� +• �.z `�`'-�.....,.._.._...._... __.�......_._ Z ee. LC 0 6 8l LL 9l SL bL I r , it 1�1p 9 C; ,J I 1111 ll !" , I � Ii Il 1I ll ' 1 l i I 111I l I I1 6 L 1f 11 111 i s ! Iij il!'!II i iii,11 ►i 1I1IlIil l I 1 Il f r,...� .. r I." lou rum 'THOMAS D. EMRICH SJATE 41 WASHINGTON VASHINGTON 4771 _ a f .�atS•.1�,. A•a�, .7• ir(DlNrA. PARK: 147►t1) St L yKS 4 • :c+ ST 7 P el a �s,+ »a S to 3eitn st ~ST SWIN ST S WI* t76Tr . ST • ▪ '••• MTH ( jY it plh Kit SI Inn n3 ,.IA sy Sr ) ,_ sI841., rTn 5v :, Ir/DCF,,,, - DAPK • ds. leant Sr .may..- - • ._•• • Yf . Ta .00 304 APO fPAC( Cta7(N rt afsr6n IY Jun :s. a sr• 1 d r9efi+at r. . u.,« !. �..-. i -a ..! +r . . ..J10r mrs•ar vs i'zi5enr 0020( szvsa :2-svr +>00.:9 _ W , ate` CONSULTANTS; j :architectural : Mithun Partners 12000 112th Avenue N.E. iBeilevue, WA 98004 206/454 -3344 Structural: 1Engineers North West, Inc. P.S. '6869 Wooclawn Avenue N.E. Seattle, WA '206/525 -7560 Civil :Barghausen Consulting•Engineers, Inc. :18215 72nd Avenue South Kent, WA 98032 206/251 -6222 Contractor: Ned Lumpkin 'Zlumpkin; •Inc, x627 Eastlake Avenue E Seattle, WA 98102 '206/329 -311 -29 9TAK, Inc. 25 ` Central Way, Suite 305 Kirkland, WA 98033 i.* ggr.A - `.hifi22m.v. iJf.P�'3l `"%;lrii4'>is,.•svAi:4wiii -.o- -'.t'a.-g 7W LEGAL DESCRIPTION' DEVELOPER TRACT 5.66 ACRES That portion of the Southwest quarter of the•Northeast cquart-er of Section 26, Township 23 North, Range 4 East, of the Willamette Meridian; in Bing County, Washington: COMMENCING at the Southwest corner of the Southwest quarter of the Northeast quarter of said Section 26; THENCE North 01' 10'24" East, along said West line of said Southwest al!arter 1293.57 feet to the South margin of Stander ;Boulevard; ; THENCE South 88' 35''33" East, along said margin, 665.00 feet to the TRUE POINT OP BEGINNING of this description. THENCE South 01'44'27" West, 63.00 feet to a point of tangent curvature concave to the Northeast having a radius of 130.00 feet; THENCE Southeasterly along said curve through an arc of 34'27'01" an arc length of 78.17 feet; THENCE South 88'15'33" East, 212.17 feet; THENCE South 01'44'27" West, 62.00 feet; THENCE South 88'15'33" East, 9.00 feet; THENCE South 01'44'27" West, 62.00 feet; THENCE North 88 °15'33" West, 133.00 feet; THENCE South 01'44'27" West, 150.00 feet; THENCE South 88'15'33" East, 299.82 feet; THENCE South 34'33'18" East, 204.52 feet; THENCE South 88'15133" East, 116.74 feet to the West margin of Andover Park West; THENCE North 01'03'25" East along said West margin 575.42 feet to the South margin of Standar Boulevard; .THENCE North 88'15'34" West along said South margin, 641.73 feet to the TRUE POINT OF BEGINNING and TERMINUS of this legal description. 1BUILbING DATA! Occupancy: Building Area: Building Type: Cade: Energy Code: • �'P:�r ; �. j;. . <.. lit C" ! . � r I�III�II!Jlllj �111Il111111�111 Iii !11 III Ij B -2 31,600 S.F. /Building A 19,300 S.F. /Building B VN Sprinklered UBC 1985 Per Washington State Energy 40,k _ :� •mss :. . Code., 11YJ;1J2'.�.`,d�+'t i YSe3i - .,- •`a'.1Y3 e.%?Q' ,r4p�q y....' . ve&o...P ;GENERAL NOTES • 1 All buildings shall be fire sprinklered per NFPA 13 requirements, and local ordinances 2. Provide approved fire alarm system in Building A. Systems shall be intertied to sprinkler flow switch. System shall have automatic dialing with battery back -up. 3. Provide heat detectors at 60' oc in Building A crawl sgace. Tie to fire alarm system• d'!"At.i -�?a 11.}pu","e 1NT,A 1 41P- A*4 +r. =,. J'r ! -17 . 4. Drawings shall not be scaled. 5. All exterior galy. metal flashing shall be pre- primed and painted color to be selectad.by Architect. 6. Fire extin uisiiers and smoke detectors to be rovided by tenants. c� 1";' '�.�!'�.j -� 7. Provide heater on thermostat in sprinkler valve room. 8. All d^/.raising walls, ceiling and restrooms 5 iN P ,t Q0 installed only after locations have been approved by City of Tukwila. �. 9. Restroom plans in Buildir.l B to be submitted w /tenant improvement plans. 1 .r.:•. . • .JlsI.4 t • , 0. Insulate CMU walls exposed to weather on inside of wall w /R-11. batt insulation from floor to bottom of roof insulation as noted on drawings. 11. Roof assembly to be Class A or Class B per Section 3203 U.B.C. 1985. 12. All work shall conform to the 1985 U.B.G. The Washington State Building Code and all jurisdiction rules and regulations. 13. All concrete and masonry work to comply with Section 306. U.B.G. 1985. Inspection to be done by: Otto Rosenlau, Inc. 6747 Martin Luther King Way . Seattle, WA 98118 206/725 -4600 gtit t,e),902 1-TIN 0 1) � . 6 vic.5C. zft J I1y HaN i h,) . 4� III ' 1 .. ot2 6,64 M J c !-.°, -I i ' r 4;11L;9)14.435-a-- kt,w. 'fit:)' • s•3 10. Ho 1i + 0,.x.4 ca)ppIN.A4rti tx7A2 1.4 i (7H4 '041 a- ii1V- 1V, A CHP/�.r�' C4)° S.s V otLI r` JIo.;.4 !1Ha41 01 '44 'l14'. _ 4,44A, ` • C.I. + -1 for 4) , °;. ° -: rte ± •. :: A 1DRAWIN INDEX M I T H U N P A R T N E R S ARCHITECTURE P LANNING & INTERIOR DESIGN 2000 1 12TH AVE NE BELLEVUE.. WA 98004 (206)454 3344 FAX (206) 6464776 NO /\ OAT( A&YISION 'A.1 Cover Sheet A.2 Floor Plans A -3 Roof Plans A-4 Elevations A-5 Elevations Sections A-7 Details A-8 Details A-9 Details A -10 Details A-11 ReflecteckCeiling A _G Plans S.1 Foundation Plan Bldg. -; "A" S.2 Foundation Plan Bldg. "B" �S.3 ' Roof Framing Bldg. "A ". 3.4 hoof Framing-Bldg. "B" S.5 Foundation Details• S.6 Wall Details 8.7 Wall retails 3.8 Roof Details 3.9 Beam Details. - 8.10 Structural Notes I wand that the Plan Check a �`ranl'i"' oublect to moors and omiissions and anproval piers does not authorize the violatic,n °i r any adopted code or ordinance. Receipt copy c't a € d plans ackn wiedoecr Sy..( Ns)•• C.I C.2 C . 3 C.4 C.5 C.6 Sit:. Plan: . Grading `;r.nr3 Storm'Dral Water' .and Sewage Enlarged , Plans 'Site Details V:e`Details CI iY OF TW WILA APPROVE1 915 118 (1 Avenue S,E. Bet ►cYuc, WA 98005 -3855 '2064534600 F 206455.410 :. BU El4o. r!N0: .vhc� , _..rZ'?+Y�• ... ���� S ' "i'.fe�'yy,� y�f ,yj .,-;i ' /��j • . • i4'!GJ� ....yaK�•!7�° r^•P. L!f*�3i�Ai�+�i irt97fi6/(t L 0,1) !f iUttyfR : " ' 1111 11111 O 2 • ()C %i.� ue Le 9(.' SZ 4C eL I;Ir641! MITI! 1111Illi!!!!! ! II! I!4i;!!;44l!!liit W L ii � I �li;2�{ 1111TH 1111111 I'I�I 111 p�I ii l iiifl!IhI, 9 r , J b NOT?: If` the'micrcfilrned c'ocument is Tess cheer than this ' notice, it is cue to the quality cr the cr pines c'ocurnent. ee LG oe bt 91 LL 9L SL Vi et ZI Li C71, 6 9 L 9 S 9 f: t ww V !��II��II�!;�!1!! lull' I�iii���lIII!!' Iiiilllllll�! If !I!!!���I�!�I!Ii�ll!i!I!!I�i! "! III! 11 1lIlllilillllllll! �IIIIIiIII�i!! 11!! II�IIIII !Ilt�il!II! {!I�I!!I�II!I�I!I 11! I!i ! !I i !! I ' ,. li..i Iii {i��ll IIII.�! . I {II!I�IIIIIII!i[IIIIIl1!i�liill 111 1111111 'II11111I111111i11111111f 111111111111 1n / 11 MAff. iU OFF(' LW 12 2029 REGMEREi ARCNITECI THOMAS D. EMRICH S1ATE OF WASIIING10N Pith... '1'i1KiVII t.WASH1NGT4 ll�T 0l4INI'Y MAP R4 ' CONSULTANTS. ant; !,,rs rblsr s, tsrp9rti « . 4 s t�anr! Ii 56tH ST S MHO sr 738 176tH !IM n 9 ttrat �^lR.e U. SI'TH 2. ElA sv A. 'elm. 5� 0 e0(046 AfRO SRA ♦E CYMfx 4 • D ya > {�,5f�se#'Ys "s�5 r:!z`a��.�..s���i- !`�rr•:_s fr *nun 'Architectural: Mithun Pa tners 2000 112th Avenue N.E. Bellevue, WA 98004 206/454-3344 Structural: •Engineers North West, Inc. P.S. 6869 Woodlawn Avenue I.E. Seattle, WA '206/525- -7560 Civil: Barghausen Consulting-Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 206/251 -6222 Contractor: Ned Lumpkin Lumpkin, Inc. 1627 Eastlake Avenue E Seattle, WA 98102 '206/329- -3129 Landscape QTAK, Inc. 25 Central Way, Suite 305 Kirkland, WA 98033 :..,..,�, . .r!:i r„F:'.. r' .?i..rn ✓, c..�,c...,- •ti J..! ='t'J: J ✓. yy . LEGAL DESCRIPTION DEVELOPER TRACT 5.66 ACRES That portion of the Southwest quarter of the'Northeast quarter of Section 26, Township 23 North, Range 4 East, of the a Willamette Meridian; in King County, Washington. COMMENCING at the Southwest corner of the Southwest quarter of the Northeast quarter of said Section 26; THENCE North 01' 10'24" East, along said West line of said Southwest quarter 1293.57 feet to the South margin of Stander Boulevard; THENCE South 88' 15' 33" Last, along said margin, 665.00 feet to the TRUE POINT OF BEGINNING of this description. THENCE South 01 °44'27" West, 63.00 feet to a point of tangent curvature concave to the Northeast having a radius of 130.00 feet; THENCE Southeasterly along said curve through an arc of 34.27'01" an arc length of 78.17 feet; THENCE South 88'15'33" East, 212.17 feet; THENCE South 01'44'27" West, 62.00 feet; THENCE South 88.15'33" East, 9.00 feet; THENCE South 01'44'27" West; 62.00 feet; THENCE North 88.15'33" West, 133.00 feet; THENCE South 01'44'27" West, 150.00 feet; THENCE South 88 °15'33" East, 299.82 feet; THENCE South 34.33'18" East, 204.52 feet; THENCE South 88 °15'33" East, 116.74 feet to the West margin of Andover Park West; THENCE North 01'03'25" East along said West margin 575.42 feet to the South margin of Stander Boulevard; .THENCE North 88'15'34" West along said South margin, 641.73 feet to the TRUE POINT OF BEGINNING and TERMINUS of this legal description. BUILDING DATA Occupancy: Building Area: Building Type: Code: B -2 31,600 S.F./Building A 19,300 S.F. /Building B VN Sprinklered UBC 1985 Energy Code: Per Washington State Energy Code. .... , ,-r- ^? ' s.:,.:f a, r:•,. r a...- ••r . . F .•r a ; t. . ts ... h t ;.� t r ' . . • . n.. • tr . K .r rb,;. r: - . � . X:..,. •; 'IjI III f III III !I Ilil I I I IfI l III III I III ! I III I I I 1I 1ICI I I (i J III I ! I I I I II `II I I I t I I I I III 1 II 1 iIl I IIi'III IIIA I I. aII 1III1111111111111I11111111I 1II1IIIIi111111II1I111H111I1111 1 111111I `. _. •.,_..•... .. .....,- ..- -" _._,.. .. .._.. .... .... 8 1 I O I 1 11 1 raAOF IN GfHMnllr 12 N3T'E: If the Microfilmed c'ocument is Tess cleer then this notice, it is cue to the quality a the oric'inel c'ocument. GENERAL NOTES 1. All buildings shall be fire sprinkler_ed per NFPA 13 requirements, and local ordinances 2. Provide approved fire alarm system in Building A. System: shall be intertied to sprinkler flow switch. System shall have automatic dialing with battery back -up. 3. Provide heat detectors at 60' oc in Building A crawl space. wT�i1en�to fire alarm .sy-ysttee4,- 1- .e.ar, ite,„e 4. Drawings shall not be scaled. 5. All exterior galv. metal flashing shall be pre - primed and painted color to be selected by Architect. 6. Fire extinguishers and smoke detectors to be rovided by tenants. c- -=-7w" l�. "' ,,,; .,� a:-.:4/!--1''•-n, 7. Provide heater on thermostat in sprinkler valve room. a. All demising walls, ceiling and restrooms ' IN t-x,1a,, installed only after locations have been approved by City of Tukwila. 9. Restroom plans in Building B to be submitted witeeant improvement plans. 10. Insulate CMU walls exposed to weather on inside of wall w /R -11. batt insulation from floor to bottom of roof insulation as noted on drawings. 11. Roof assembly to be Class A or Class 13 per Section 3203 U.B.C. 1985. 12. All work shall conform to the 1985 U.B.C. Tht. Washington State Building Code and all jurisdiction rules and regulations. 13. All concrete and masonry work to comply with Section 306. U.B.C. 1985. Inspection to be done by: ,Otto Roseneau, Inc. 6747 Martin Luther Xing Way • Seattle, WA 98118 206/•125 -4600 DRAWING INDEX .1 Cover. Sheet Floor Plans Rook Plans Elevations Elevations Sections Details Details Details Details Reflected,Xei A.2 A-3 A -4 A -5 A -6 A-7 A-8 A -9 A-10 A -11 MITHUN P A R T N F. R S ARCHITECTURE PLANNING & INTERIOR DESIGN 2000 I I21'H AVE NE BELLEVUE WA 98004 t 206) 454 3344 FAX(206)6464776 NO Calf RfVPSPON I Understand that the Plan Check approvals are subject tc errors an o;' s;,t0 r,; w approval of plans does nip; j.1 :; "►'.3 ilia vlok, :tlon of any adopt, • cc:: c, er_,i: ;r� P� e;r�� of contractor' copy f : Pero VcU at_'i�; s By..... Date.. /56 3 ) Permit No ling Plans S.1 Foundation Plan Bldg. "A" S.2 Foundation Plan Bldg. "B" S.3 Roof Framing B].dg. "A" S.4 Roof Framing Bldg. "B" S.5 Foundation Details S.6 Wall Details S.7 Wall Details S.8 Roof Details S.9 Beam Details S.IO Structural Notes C.1 Site Plan C.2 Grading and Storm Drainage C.3 Water and Sewage • C.4 Enlarged Plans C.5 Site Details • C.6 Site Details -' At2 e„1Pf' `" G ;, {,,"� °A-q)7- r C� I'-rl h! 6 k`: ,9t5, - 4 ) 1A.) oti3a e",64 s _ _4 !311• c `'C' -iE ' .!1 1 3 N/16376',4 ✓�t/�' 4I 1(p) , OPz 6.64 4G' L! G3 �r- H r_ 44:4 of dd I1(!)) rte+ l`.. L- : ', G �-;OP2`�J), I •X5'3 tv;I oit '1. 2' 1-4-' j i7eZ42 L C,H k4 ; A r(' " () / Gwms`s !.1t2 ,a',i;1 ?Ma, ;1. P49.0.,4:14 *"4L -i reo !G) ";f 17:∎ " - '27 11„t a l•� t _ .r '° �Jj/ r r,�i _,r4.,< .v.�., .°%. s,x'i.., ..ft �.`''_.. .�?' .�� ?Y✓X �; - ".+_ .:5 %1: r._c.s;�._.♦vvf:7��`r+.+k .s.. _ .N": 4 ue 4e ....., : l-.. 9e � "./ i e :.> r•e '.,. ee >. �.. 9r� . L ,. ..1 _ £� 'Z...I G .. ,•. ... 9 a . . ... E ww ! I! IWilil ll l ! llii !li II #11111 11 1 I ! 4III IIiIII II! III lll NII III II 1!10(! III! ' 11 !!! 1!!!4! !! 1! ! 1 j !I!un„ I l lllI l l! llll l l{ ... ... 15F JUL 281980 cuY OF IUlil�JiLA APPROVED JUN 2 s , 7 s> BIJM'DIN D PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY :Its SUBJECT TO INTERPRETATIONS OF . ' E GOVERNING AtlT 0R)'fY, ERRORS. / OMISSIONS AND INCOMSISTENCIES.,�:: `a. DATE IN �f ...�- BY -ID, DATE OUT.. -P'� MAHAN & DeSALVD, INC. __ .% PROJECT ARCHIrfCr ORAWPt CHfC!' SPIEKER 915 118th Avenue S.E. Bellevue, WA 98005-3855 206 453 -1600 FAX: 206 455 -4105 MININEWERNANDANNIUMNIMMOMMEIVICONIEUM rrl( f t I 4.,.r..s� IA:AVO, INC � PROJECT NO S10/0'4 OAif i,4 DESALV0,111C. :a F 44:1.91"8 CC,rRIGH! es M:INUN RA0610$ f• 1 -91 C:0 J J rte) iaId 11-4" TYPt Ai p ldr' OviriZ qty VW 1_9P HO 04 -k- 2O2 STATE OF WASHINGTON /444"11,64,164+-4:1 • • iloo ;r 1440 *If Gild' 14 O him 444214 HMV • Gd 42x1L -0 I'- 11 Al 11-4" 9 FLOOR PLAN B D tai A 4 1. la I'2' -or' 4 �1,Ad X y1.e,11 x41/ //•,aNG eel.° F. >YA Poole- j'�iI 1 1l T' 61aaWAI44. T' opTRe.Ye'r �I AI.E6 &!gyp -r`119 t a 16,11a€. WI12.I1 1 .*44117,61=z1-:144," k!H 61,-Ji3 { 2,44 (� 1011 ,1� ogIrrigaiNo el n �I 4-. '6/ �n7yy� e� 1 ' /'1)K1M. 0 M1oi2, 1 Mt Tib -- 21.a.A tit I tZEOPriate 71 tell I-IvII &14 RESTRO.QM PLAN 1,1"-ice,,. . ApP truoi2 Ire •IN=Aik C> • � d 4U -/ 1,14' o vb '1✓ I#tI t FLOOR PLAN B S.� ;r; .y5 a�tiv'r i.' 1 l .�.fx F. <.�..... .....,.<'. - .alt,..r5^'.Y� ris.�....,�'{ w' .y,c .. x ,,,,,,cc .; .. i J ... / ti m .: ✓r "a ,/ r .. ... ... .. _ �......... + . a.. -.ra .5.i ..�' {x..,i' wYrtil .A. 40.✓. x::+'J.y, ° r �Jia t Y "T. - h �y '+. ih r r•'v'•., . I1111111l1J11 ,1I11i'IIIIIIII1,I11 VIII 1111111 1111 iill..i,I11I11�1II i1 i `1- 1I1I11Iii1`1iiilLil..: • l ��li�l���lili�l�l�1�111 I�l�lil�! j�l+, �I ►lili'j►I�lililil�1i��.�i1���� 0 16 ill:. IN(,, NOT?: If the microfilmed document Is less clear then this notice, it is Cue to t-1c; quality ci the oripir,el c'ocurrent. O :: Lz sz viz ea ze tc O4 bl 21 G1. 91 _si �t_ _•' e ....zi_...._i`.....�._�6 ._�9 111111111111111111111111111111111111;1411U1111!! r IIHf II IIII 11111111; ff 11 1 11111111111Illll!! 1111rs 1 11;11 111111! 111111, 111111111111111111111111i11111 11111111l 1111111111111111111111111111111 1 111' 11111111i 1 I 1 II i I I 1 1 MARE IN GE PMAN,Y 12 1 �•Y MITHUN P A R T N E R S ARCHITECTURE PLANNING A INTERIOR DESIGN 2000 1 I2TH AVE NE BELLEVUE WA 98004 (206) 434 3344 FAX (2Ui,)6464776 NO GATE REVISION 12,0 01,Mi t3 PROJECT ARCHITECT DRAWN CHECK SP1EK R 915 115th Avenue S.E. Bellevue, WA 98005 -3855 216 453.1604 , FAX: 206 455-4105 TIRE wansmanismozeiste e,it'OtApW OF tc a s PROJECT NO • ''1 •.141 - COP Ir8N► o EAMON PARTNERS -441 U C.) q:1) OVKArt.. 41s, 4ph eada f 1 \ _: \t- I r— i' 2-1°)<5° 4,11A•"1 , �6 i d r 0 •-‘, -N. 'N Avg: 1 • YaN • e61,1,14,1:1" 4W-0'2 vr~n c - t!� I C, F -1 ��"• 1 – .�G0'1 (Gtb '[M , v' r &,' R� 4kzip G -- ti ROOF PLAN BLDG A M # H NC-1(r., ) 029 \ `iSItRE • et i THO '.V.". r,. ,: 'RICK STATE Of VJi.SAINGTON ;42'1— MITHUN P A R T N E R S ARCHITECTURE P L A N N I N G & INTERIOR DESIGN 2000 112TH AVE NE AELLEVUE WA 98004 ( 206) 454 3344 FAX (206) 6464776 R • ROOF DETAIL I!j)llr,1„ 11 1 ROOF ELEV ND, n DATE REVISION • et, oE° ,'2 ) 14,0F ve,,,r Ir. UR1.-1.,-( 4,0210,40.E -0 i °,,1 e l 9- Is? - To iP I� 0 okt.., V at...Prow) c I CS v 1 PP-ty .,, �fxIL7 iii Icy' FF+•'M c Ri . .7. AL5Ji 8 VOW-ALLY AND HORIZONTALLY PROJECT DRAWN 'PIPE SUPPORT DETAIL: CHECK I ?IEK11 '° Ic}�.i'1.I II'I 4 • r%tt"k�+ OH ,2,e4 ( 12A Rigt,�,CE ; ", st -r . ; CITY? 915113th Avenue S:E, { Bellevue, WA 98005-3855 206 4534600 FAX:,206 455 -4105 #4:44,4„t„ \ N —+ 'FLASH BBL DATE " „ 4 • ,,acyler-Pt0.4t,t- ,r.tr+YID<:tliPft,..R'S%sa"y?.w X6Wr! „h i � ifr �X. r ,,r#r c .. :r.4":ti�.s''s- :r,C-yf ,.I.z;;.uF` �C...�°r�h"�a!'�1�� ✓.: -< ���.. x. 1.�L�O.�s`1t 1s?1fW' Vii:.'"- 'iTYillke4-1'`: "„'"'.'' 9EY�f '4:I:C±Z!fd!�':tKi7,,.>:�{�' '. *v I' "- "�'S�'6"�';,�rarf''�'•^' - -r 1: .' F •�' . •.... �'.'. c .:.:. •. � � � ':. % � :..;a 'tom "% _ .�. w r P r� )•,� i.., y; ., I IIIIIII�IIIIlIIIIIIIII, IIIIIIII�I IIIIIIIIIIIIIhIIIfIIIIIIIIIIIIIIII�1 I(I IJI I I I I II I 1111III1I III !I II I III I1 11111 II1 1I1 III III III IIi 1Il Ijl Iilj111 III III1II4 III i 111111 2 !I II►flIIl(Ii1111�1i1i1 Ot: hlIc; fiC Lc yC SZ ! II! I! I '!I!II!�IIIIIiI!II!I!II!!il1!I1 1!1!!II!1!1 5 7 8 9 I N3T7.: If the microfilmed document is Tess clear ihc)n this r y r the ori�'inel c'ocument. - J +iz CE ee tzr,otiOc� it 6L Ca to he quality c 4" c'` ZI 11 - Ol a L. 9 11 £ z ! WW 0 !IIIIIIII�I I� III !il ►!IIIIIIIilllll111�111'II! III;! Illfll 'I!!III!IIIIIIII�!►III!IIIIIiI! IIIIIIII !fIIIIIIiIIIIfllllli(!I!II! III! III! II!! IIIIII! IIII! II! illililllllli� !I!!I!!III!i{II!IIII!11!I!;!IIl I li!I 1 I X111 i1 it • .a _ ... �. " ,.'.;; ... - -C' . -: _ +T�,c[. .,3Ty.' r. - �M .. _� �,' ._a . _ ..., r, t: ' ✓dd r...n , _ .,,.. - .. . .. • • 1 ') 7 1 i -t 1 t. ! 1 NORTH ELEVAION. BLDG 4- „ 1 JPL 44 , rl ".• r8410 O) \\ 41 _ -0_ !--77,7.7 1 .•■•••••■••••••••10 LIM e Ii'Aoreoter,rowe, e4A r%As" 6?-iut 111•11111111 . _ L.I41 - 41 -1,4. 1 • CID ci!) eor-14, (;IA 4tptdo2029 REGISTERED D mur OF AS ASEHIORNICHTON .411/4 - /-41.111111//4111111*, lam 611 _limp -a on /4111111.•111 • AISPRION! illiamOrnammi li IWr mit SQUI-Ft ELEViLDG 02-4 EAST ,ELEV. BLDG A ea/y.4,61-46i iti'YtV VX401) 01A'.4; • (I) 2-e r90-0-091-1 642:a.-71,=2100..0w)4rozAtitr- 41,4401,. 1 WEST ELEV BLDG A I w , , 1•-•ree*,-44•4----.--*•••*-445.4...**ww.a..........•-••••,•!, ...I `.. _ ,. - 1 ,.„.-,.....,,,„..k........„. . -....,:-.,. -.- - ... .„-•-, --:,-..--.,-- ....-..-, .---,-...,-:. • 4 ...4' - .4 . ''''. ..e.'7e.F)15'.0.15°M74if.4(151".4%14°.R0.44fC541..ift60.0 ''.a.0144553100.fl`*1.444 3V. l'..6'40111&;gttOSI.r0 W4/l'AWO.'",44(:'Z'tWX.?illiVV0.04c3f,V250P ''',,,A'h..l'eff'4'.,,',r..a.M.'-i i'.., ; v•,•;-_-=',.,./,S.4.c;6,„ ,..„..,,,,,s.,1,1,., .,.— -' .},T .;;;:'•;:'''',k 44'''34.' ,';45.' ", ' ' '''r4;' ENLARGED • LEV 141014p 41:U1 * a<t)acriv) 0%0 r46-11-021-4 4,•„!,r* •e! 0111•111•••■•••■••100.111AM.Y.0..........151.11110•111.111.00111MOMM 11 MITHUN PART N F. R S ARCHITECTURE PLANNING & INTERIOR DESIGN 20001 I2TH AVE NE BELL :,VUE WA 98004 ( 2 0 6 ) 4 4 3 3 4 4 FAX (206)6464776 vbez.e-er 1"c.r ,igt/fEtto5 =0N. I latele4 0. 160." %eel< / ti,eme SYMBOLS ....•■••■••••11/ ED E VATION 1** a, ir‘N, Vel WA:" 6t;gove" 10, elit*VA ? 42A 1-4 e4,,As-1- ath-reYr Mra 1144NT 141.sS4 "%M. 0i,400 ; 44_641 To, 1-101.40,-+ tIl 401.-a" ENLARGED EL 1111111,1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2 • Y., • a. e.I •„, 4 1°.‘111404, ?Rafter 4RCHJIECT 01-11‘40/..rar-I 4121t-ID 4_,,,terki A DRAWN 4- Arlo 4z' !2 I.°011 :' 1;4 Otle'' 1.4 *ON 1.4° 41111 F&-4" & 4t$i-ti i CHECK 44vi1;f1' ' 1":/4 - CITY OF TI,X.Alif.A UUJLNI unE Patfci No - 11 1!", fi 114FE!' A • • ' ' 7,„ " - 4. 7". 7s ■ • ,• • - ..• • 5hst1iaprotommtts–,*-,i-r04-,*iq0.,-;; . • • .,,,,,,...otes'ziwewpse~.-1.4.f.0143044.50.st.zrAw29.1044(?(4~..i2104.1WriaTh.#4439*Se..4.4W..44regyw,t(14ii'sm3goottmootir-zt.A4e; 4 5 6 11 11111111111111111 11111111111111111111111111111111111111111111111111:01 7 I 11,41A1n1(1,111RLIN1Y"1112 9 J NOT: If the micrefilmed document is less clear then this notice it is cue to the duality CT the oripin21 eocument. c‘,........ ' 0E; t), fie: Lc: 9c sZ iie cz, ee tc—de —6i -sii --Zi- gt gt - ilt -et -- Zt -it- ...-6---1, ----6---0 z 9 1/ t.: Z i v+v4 0 ililiiil I 1 1111dIllriff11111IIIIIIIIIiiiIIIIIIIIIIIWIIIIIIIIIIII11111111111111.11111101611111 !IIIIIH111110111111;111!11,11 11011i111111111111111111111111,1111111 1111111111111111111111111111111111111111M1hild,111111116111111IIIIIIIII 1111111;1 11111,1111,11,!ihIllIIIIIIIIIIIIIIIIIIiI11111111111 ' .._ - ..; -....;.., ,,, r.„. , - ,.,...,,,...; „....-;„ •-„,,,-„,,r,,, ' ..., • ,,, , .. ..-...• - , ,-.4 ; . • • .,... , , .", .ic. 4..•:',.."" .,...- •,- .„. .,..,-,;_, ..,. -••• =.,../,-!, - .../(-',.• ......- i - ! ••-. . - • ' ---' .- - - -. .- •,‘ - - .t• '', ,-- ‘. • • - •-• -..,"" ' ' •,,,- 4 - .,' :`-?-(,-- •• e, .;.....,,,,„ -,.„';_ ,-/ ,,,,,,, ' ,I /,'',•'(%.„. •■•!,-,, ?...i', ' ' ' ' 7. C''' j•' - " •••-••;,e- -.9' • ' • . e • ' ''• '.1 ' ' ' ' ' '' • ' ' , , --,- j '. • ,, . . ... / ,., . ; ' A •'', ,,r, , ,.I' , ,•,..-- ..-'1 ' s• , , • 4. - ' • ,..-, 1 , , • 1. '.1,,,^ •, . - ' ' 4 ,• ' " ' a.' • „: -" . ' , e . „ , . . . , .• ••• „ • , , , ' • • • , • " • • • r<o (4) -1;) itat4c3. Q ,dlt•!11 • itit* •i l ' tL 17 \ .1120-4r 4ror 400 -k -t at,t,�► -r 1 C--- 1 c2c. a1)' j'1 NriAz e ■ 1INIL_INI-- �' ll lim � i im111111 ll�hi � Wil ►j1U.iI %i ,il i� Ifla• .tU 111 iliiuii iiiii iII11111l : ® :i>•r ■i I,®!itU �I_�__I!i!�t11U • ; r h f %ter c.'.+i.i EAST 5 LEV BLDG B . a llliv'' l'-oi' • i1 J• • l C� rP�;`�' ter) P -4,1120=i20-41", ✓Ire. ,-- iJ- P"A,¢. OV y im. i via` i 1 c) C3) P A R T N E R S ARCHITECTURE PLANNING & INTERIOR DESIGN 2000 i 12TH AVE NE BELLEVUE WA 95004 (206) 454'3344 FAX (206)646/776 ?WO/ gp140 4ML ,2)eba1OIo,e, • 1tr~ ev / ' : it i -- e 1.0 ' 42(1 1-;e% 1.) teitrOiti idh _moo cr�tu PRoJrcr v'crlrtCr 16- c)1 T ¶;aei 14 DRAWN CH(CA Yr: t,47•J1 f' >..�:i... f mertiPt. • r -61. x. 'ENLARGED L V ION AT'.0'QRCH 4 ✓ . a.r >��%Y�..- ' /rT�J �.�l+•4�= ,rY'� /�i v7, L. T/ D.3^'.'w7i',!I.A+�i��!i��.Ch`f �Y,� ±F%G/Y< -i �QFJiE ?IrvS`:J`ll2.Mr F.R T"'9:x�A `-I dam. ,. � r ,w�.,. -,.. :, ,.:.: k :. .... .' . .•,. :. rc ..... _. .... � � i! J �:��.. T -- ,• "�a• }i ✓f 1 J 'ski .#�`�sri��,�� N.; ���1lt�. f .%'",3�R�,✓�f�"o?r�"�°o3*�.�;"' .,. ;r �" s". - :. iv -s, t'y �. ' - - � ... ... ?; r. IIIIIIIiIIIiIIIIIIIiIiIIIIIIIIIlililiIIIII1111f1i111i1i lfl111111ilil III 111/111 II 11111111111 1111i1I111f111111111f) 111111111.I,Ii.Ii.I`I;ilil 111 i.'iiill1 11`11111 jiiiilillll1 III'IIIIIIIIIII: IG ill!. IfJt �. 2 ;i 4l 5 6 7 �3 c I in I 11 11,.0E IN6ERMAJ:v 12 - LL 9e.. 5 illlIi1111111111i1if !11!111! NOT 7: If the microfilmed document is less clear then this rotice, it' is cue to the cuslity' or the oripinel eocurnerit, Z (,L c.z ze id (ye of el Ll 91 5l */l et Zl 11 _Q( 6 8 L 9 5.;* h I ' I I L. I ( I I I i I ...I.,,, 1 � I I i I, II I � II ! ! jj i II 1.l111111111II�111111111 I11111111111i11{1�II11111, 1111 11111�iiiililiiiiiilliii11111 Illilliitlinn�iiilinlnntiiiii ����. lwil�;I�1111 1111111 1111111111 !1111111111111111111' 1 II ' II I Y. ,a _:x ,,,, a�,.ir .?(„ : s,. _.. �I�I II. 11�11liilllll11111 x.iro� r c i I i - rl i/464-t, Attoo 10404,-ict (rtiNt\t, RI � • 2029. RCGIS tRF0 ARatI TE 7HONiAS 0. EMRICH STATE or WASHINGTON 2e, PtSbrt - ' MITHUN = P A R±T NERS R S 2000 112TH AVE NE „ • BELLEVUE WA Q11004 j } 1206)454 3344 � ARCH ITECTURE FAX(206)6464776 #2 j PLANNING & INTERIOR DESIGN KjV I , HI 442 lvrFrl� 33 114"1. 'j -p 11 i I I II I, A a ?CO-- 600.< fkl I12110 + oV. ✓ 13N1'4r '✓�_ r U, _ _-- A 4 ter PORCH • DTL PORCH DTI_ w 1-404Z$ i i N 0-10 .vmAr two 's � 00 'i eh 144 ,CANOPY CANOPY P - IjI`I!`) ,41M 1.- ''"10) M11, '14 I-iII (P.I HT) 11011 11111 AVM 4:I.trf t l 641.100 AU h 4t d(/`C?A Nr)1 '0,4444-4r izsdera2 p.402 l 5 DRAWN II c HT t4L ' C H Asti' eo t!O►� oA�' 17104 NOP END fa,.1' REOLET e • OTHERS OVEftBENO TO ALLOW FOR SPRING CONTINUOUS Ctl$ Roar. CLIP I — ! FIELD cut AND KENO PANEL AS RECIUIRE° mow•,. .. ,„ ;JFtgrt•. ..i. ..,�}.' ' 911 r.. .. j,,,�. �...rrY,v, ,,. �fi'•�,�:rf,- �+`,.� �'��.��Y"'rk#�'r_ , ,.�.,zu?'',�r ,, �':•• rs�' r' �i°"',' c• r'' �..'# �. .'�,4�!.a�,r�,;�.,.0.�r"� . • < „ � ,,..,- m. .. .. _._' ... .� ;r: ,l.r3.,.,r IZ i i i ! 37 I(1 I(I I I I(t 1 1 1 1 1 1! 1 I (I I I I I I I I I I I I I I I I I I 1 I'll Hill �• •" I I► I'I I ,� I I► I (I I I I) I I 1 I I III I I (( I (.(I. i t llll( Ii 1 II IIIII I IIII III IIIII1IIIi(1iIIIII11III111( 1111111( IIIiIIIlIIlIl1llililll `lli1j(II�(I ? _= 0 1!• TIIS INC,. ! 2 5 I i Ll-J• 7 /� .{ q _..,_.,� -,-, _,_. -_ _.....:.- � �l 1 1 1 MAOEIH FRMald 12 0 r NOT 7.: If --the rr.icrcfiIrncd eocutnent is IeS3 rifer then this notice, 'it is cue to the quality. or the cricineI c'ocument. 1...,i .�... _: ,.._ ._„____ ....r o h( f3G L� 9e cie RiZ CZ .eZ is Oz IJt >:3t It 91 9t ht Et ZI tt ()(, 6 13 11.1. 1 1...s. 1 1...',:,.. : , ►l ! 1 iii III' IIIIIt II,� I M. IN. PI I'' I I II I II I IW. .s , i ll+d SIiI1'.;1.; .-1 : 4i' ' �• � / *� J ► .r. �}1'1111111:J! �Ch 1I-�.Ili.w1f l I� �IIIII,. I I, " III.`.�I I t .'Iu { III t I, IIM�I 1r }i✓1,.._2 1 1, r11�, 1i•11eY 1 b� 1 ,1'�.1+, 1,.y.r. . . i4.'rL. l!L.iis'.i,. ', 11 : w1 i;.l l�? lll.1.�14 1� 111l _1111f11:l1_,.1 i►Ir IIt I , I r I I�I� ° IY �I IIII IJIf•�.111"N 11, 1.,1..,r.1. .1 , -1t✓ 1 111t 1V1`;,R11 1 111�1 I I< n '1t1'1{ 1-1 L, k .I _ I I11 I 1 . 1. � < 11 �`rr'+ % 4 , 'r? is I .; „`. /13' Gwo OWWR,I' MIL FURRING STRIPS. 0 24' O,C, WANSULATION CEiVTERWALLIULL HT: `DEMISING WALL 'r P. REGISTERED ARCHUTE THOMAS D. EMRIGH STATE Of WASHINGTON. 18 24' PAPER TOWEL - MIRROR BOT. _? OISP,•- AT 40' ARC111TECTUR E P L r1 N N I N (i -& INTERIOR DESIGN 2000 1)1^. 2TH .W A V 9E 387 0N0E BELLEVUF F(AX6(046)54 46344764 4 —400P STOP GRAS BAR BLOCK BEHIND VERIFY ;REQUIREMENT OF INSTALLATION W M INSPECTOR 4' MIL STUDS -0 24' O.C, WIN 4' MTL. '0 STUDS. 16' O.C. /sS `CEDING JOISTS 5/8' GWBACLG. AND WALLS CPAN') RESTROOM PLAN • RESTR ?0M ELEVATIONS l�9.OII T• �- cMU VAOOC1 ARCM 1 §CT ORAWN • riilf, eee • .7.+ K ..xa.ir.., aav,:,� -.a. ..+,s.....,:s ..- vv- .✓.+ry' ;�e� -� y;.. ' 41, i T W - 44W0,104- r�i.,'- •rr %4[3 Yri.);24="! Y ! 7T`. Y+ G '..4...i.NvLY.!<'Y'r14,°'�1.41 'Krd rti.. III ,. _. I I I I I I I I JII IIi 111 III I 'I 1II 1 III I I I I i I I 1 1 1 III 1 1 1 1 1 1 I f I I f I I II Ir i l l l l i f I I ICI i(I I(I III I(I i f i i !►�LIIi►!I� !' ! I I i I1Ili�I! 1 11111 11.1111 11�i1!1i?I11 1 1 1 1^ 1 !.l r---------/-1: - „,,-?.^• 5 '-•+. -'- -..,.. ” .. .. - -. 1 Mf.Di IH GFP.M I2 Fi ' y 1(') 1 .r NoT -:' If the'micrcfilmcd cocument 'is Iess deer then this notice,' it is cue tU the ruality,-cr - tneoric'i? el ,c'ocument. se se hz ce lZ OG l 11 oi•�:6 " 1 11111►{i ;1.. 11011011 11116nILn1 {fillil{IIiIIIt ili1i111111{11111i11I111111 (I{ Bill, n I I 1 I,. ;; .�� n� ill n {nIIIIJIIIn IInIi{ null, I�II1 nInII�III�llnilnlllnllll11rn1 . _ r,}.!_. ca•. v... y, �... �J,-,.., �'.. �?!` SY' �.' �r.: ESi7..., ErS' ?; �✓ ��. �iFYo-. f` �" �iLfF .Y,t'�?`,•�.. „�!�r�"r��1.�Y1is :!} - .Y1: ". -� "- .. i._s >::. •-?circ l:e•.R�. s.:rr ,c, ..,_.,.+t.,r ,.>r...•_E..•. .., ...,.._ ._ .. Ilnllliliilllliil�1iilhiiillii ;111111 • THOMAS O. EMRICH " STALE OF WASHINGTON v. 4141111111111 : •``;.li 2Q(1Q 112TH AVE NE B LL VtJE WA (206 434.3344 ARCHITECTURE PAX (1O6)6464776: P1.ANN'..!NSi N INTERIOR DESIGN DRAWN: • DATE l` :III" ;�1 II IIIII)I�IIII;I'IIIIIIII 1 IIIIIlIIIiIiIlJIJI IIILIItIII 1111 I I� I�I� I�I� II III 'I�i I(I� a. • • 1 • 2 • 5 I • ivaT =. If the I%hicrcfilrncc c'ocurncnt is less'cleer thin this no�icc, 'It is cue- to the quality cr theFcririnel cocur�ent. • Off' s� z �ti O� �� 8� I �i 'bI w�i" •'�i ti �Ci�_ �.......,� :.; . i ,l !,!IIi, III! IIIIl N�Illli_ nlli! i�l F( �, I► I! IIIiIIlI�► 11IIIIIIIIIII� ►IIIIII!III!III�IIII ( !I I w.. ,. F: i I ,, � : ` ., , , .. . { „`t," , ;„ ...x ,., , , . , .. : ..,.,.,. . . v ., . �.... .._�y . �� �a ,ryC y.,.. _.;:._. . . : ♦: . ,� ..r}„ ,'; : : ; . �. $ , _� _ � . , 1 w _ , ,�, .r .i , ".,_: .t^ •;. . ., �. . . .,= , f. , �. r... � ,, _ p .. . s: ,, , 6 : .� F. ,$)) _.. r 6O/r . ,' 4,. L.r. . , . f y. ?�/f•:t..: ,., ...{,. e".._ .:�.: . .. fF ' .F .rv�f P. � ,:•i � . r� ...�.�:., .: .s .rC ; , � . v t. . . v .,,r �, ..=, _.. . : . '. .,6;r. f.: � t � k � , ., .Y r . x ^ .�.,t i ;: . . i a.l. , . ; . t> x t+.f� � , •. .`, xb_, v ?. ,. . ...�. .... .rr. . . ,. . . . .n.. t . . xr , w i� ..: - .. . ...f , z. . r •.:. .r.,. _ , • . y � . f. Y. ,. : .% , � .� ; v�w., ,. : ,. :� . _ :. . a � .� r ,,. �a � - : ' - . tF!...,Z ��.1 c.r �.. i � . .r. - .. .f . . .• .,.. . s. .?. . ' t. " . .:.�./: ., 7i. : tk.r., .^ v... ,�', .,.q . 2 . , x �i+ . :•. (, ..�� . . .T...f.,•. .� Y i,t .. , ,r a� .s.. 1 . ..p ,' , g. 1}f?.-I_y 6 � , ` ,r.fr .n' 1a ♦:l1 �.. �..f. ,. :1 F r� _�� . 41�F.l..,f 3. l .►. � � T� � .' . I ,4 I_ t ' f I15 Fl I. Y t.! .F f!'. . v : ej`s_ fr .I.:r�..>ls r:.: .'•l. , . � i lJ .� l= .l +} •7.k � J ! .x,i , I, ?s _ ." I. .{.4 ., .. z..: I. k: iCrI.: .�Y." ! j " i�. '- l,h i ., ' �lff � tl .`�!r�x�. ; , 1 �� � '.�. � .1•� ►' . Pi,�1' ,l-l� i: ir5,. , �f•�"i. l .'," ��l' �" :l X �+ :.l; X. ! 'sI. . ;.,I. r xf� 1 5_ ►> ' .r 1 " 9 K1 ',I' .- , 1� .-.?a. ; .+. I f�T >n_I�i.�.I:. C,,7. I J7 ,'!; . 1; I 1:r T1 � .Ir-y � � '. I4 ,I.ti!' aI . >I'�7 I` T PI F. r#L�• LI �7I.�✓� � .-r; I �. . .I .!r. MI}il� �' l', �n i . .I. II Y .I • I�II ? z I WW U IIIIlr{ ill illlllilllilhll!IIII!(il�IIIII STATE of ASHINGTTON ARCIMOTECTURE PLA;NN1� & JNT1iR1QR DESIGN z1 2"F1 4oa H1°°'1 1 UEWA ?$094 (2) 6 )i 4.5 4 X1.3'4 4 PAI (206;'646 4176; II ...111111111111t4 ' If .:: iliss DRAWN MC : 1M t V91 42 yr II f ! if ► I IfI,1lLlfll II f.f 1111( 1111111.( III 1I I ill ( I( f li (I I1 I1 11 I1 I1 I1 11I1 I1II 11 1I ( I I •111 1 .111 f III OTT: III° =the micrcfilmed c'ocument' is less 'clear than „this is cue 'to :the quality: of the oripinei c'atunrent. 5Z fil EZ ZZ lc �j bl 8l 11 9i 9l +�L £! ! !l o[$ 6 9 5 lilfl!'i�ll111lIII!!!Illllflll E I I I i� i � I I� 1!11 1111 1111 f 1h111114111.iIlII 1191I11111i11111 1111 11.1!111 i ! .....,�..� . �.r ..:...., .. _ . 1111111 lnlll�nllnriliiiililillinillll ILa l!1 I I .,� :£ �,,z: �..,, :f.:. III .In iinlnll IIII �yuy L 1 Sv .s-�i..gw+32; .�glrt �v� a?i rx Rr r r ry r i'' .;1"+r �:�. •✓ rw � [,t_.y?'y ��' �/�' r,. !.A��� `7` ,�r" � �y'*r�j' ��i�A� �i�'+��.: �• >_E.: <rr.»:�•���'�..�'i .._ ��i',..77�13:. II'Ilill111111111fi11il111f illlllllilii 1111111 111(1111 II( 11 ,RARE RJGERMANr 1.2 e Wrr 4 i` �1111fllllilinl (iiliinfllfiili�iii� ,:J SECTION BUILDING B 111r,,_pl1 0 a �. 11416 A.r.e61. o 1,st. dmv t1 O JpQ 1 c5 ... ..eol !1 .1* Lo� i✓ ;t,451-0 4-{ +I X y III 2029 RCGI$T£REp ARCIIIT£C THOMAS O. EMRICH STATE OF WASii!NGION Lit-41 g. 1 11 ;,;2 ENV M I 'T H U N P A R T N E R S ARCHITECTURE PLANNING' & INTERIOR DESIGN 2000 1 12111 AV.. NE BELLEVUE :WA 98904 ( 206) 454 3344 FAX (206) 6464776 vrn., - -I 1 1 1 11 I .kLL.!. s ,1!�L_L.., 1- t-1-7it1 i•� lii 1► �., II 4a- ? col'1;`J', kb. :— • — — — 421■• ) A''' yM irS']11�t h ee ENLARGED PLAN !f'-Ii.'I,oI1 4±oge-r4;4,-T Cl1Wh'°Imo+. 4 I 1411-411 - -} r te totr.1 &*tv4y! r e421)A -1 H`i - -4.<41? I "� , 4tOr NO / DATE REVISION j,1c ) - >i-:'f"A02-11 -1 ----T PROJECTARCHITECI Dhow N CHECk tlErf tilY OF' r , nuannia Part' PROJECT NO. DATE `. ENLARGED. PLAN: z 1-00 ENLARGED S T1 I ?:Y - w. - E _ r fir. A -.- . x -C41.r,•: . > . is A,:.-^ yi:.. �fr"�+t.,.!'•t,•u��.ee %.,�`�yyil f�"� .} / y..yyy.t• _,,Yrg�y�tJ �;j ;, 1 �. •,r";r..- 1 - ... s ... lJ .,y,)r. .• �....J'Y, vd�i.:�'fFi.. /. :..]'sat�l .i: �v:%v�.1'. "..,�.." -E': 1 n 3 I I I 1 I 1 I 1 1 I ! I I I ! I I I I I I I I I ' 1 • �. ;�.' / -..: •. ��.'• : . ...�£ , f. ':✓� : .i:� 1 r y. -y:' .i i : �': 1 r/ f ....lC "i "'� ..:" .. .r .: ... 1� ", r/ i`•- .. .:: ' I (� I I I ! I , I j 1 I I I (III III111�111!I1'IIIIIIIIIIil�II•I 1!lJ( JIl 11111 11111111 1�1llli;l I;IIIII)II ; Iii;' 11iI11ilIt tIiH�,i, IIIIIIIIIIIIIII ,III,�II,I,III,III,I,I,I,I 0 16714f. INC. I 2 -'] /F _._..,. 5 ..6_. 7 _-_ 9 1() 11 1- .,.OLINGERMAN/ 2 NOT=: If the micrcfilmcd document is Tess cleer then this notice, it is Cue to the auaiity cr the orivinFI c'ocurmert. I cis cl .. .r . - ...._..._..�:.,._,.-_. O ' ! Lc: SZ 1 e 8Z Ze le 0-e bl 8t Lt 9t St hl £t Zl It 6 0 ( 9 Ij t Z t WW1 �F jj II 1. 1. 1. 1 1 1 I ;�;'- ��I•I�II►►l,I!II II! Illll�liii��lilllllillll !�i!!Iliii!�!Ilill!ilil!1I 1111�i11!�Illl�ililifil!�il! III! 111111 !lIIIIIIIIIfIIII�Ii1llilllllii III! 11111 ►I�IIlI1!IIIIIII!1II!!!II!Iill I i �� I 1 t .: t s.. ✓E ! F: i''la> ?s :. J 'i.k li! IIII J IeA.4&* ri.064 I ii CritiO.J r) tefd.dlz ,4.,'"a I 'P .:.. 16/04%.10 le r644112 i RAKE DETAIL a' ��91J ALL ice/ R.L.Le-JOMEAc. P JLIT. LI i 4U 4 'dr ur i4AL 44- mix. c.&44417 e.M O gootze -I1 e.4110 ice-e, e /4,a6104. rL' oie % ice' 0 role. 714 co •p"Y 44.. Ab 17%•. 10/01%/1 RIJN IMF tierib. q' r WALL. 01144 rII~ strtanio I 'tf4 .l dbutemUCZ Pecort �.� .• I I le,4110 I 14bUti °IOW v-til COX I°'Lr racx5fr rielJtvb e, 416' , :. 2029 Ir FI4,t4a el, ? n. t1I9I y211 G'AY► Ft.i• c. I I I zrr 04bUL : . /+ Nam Ri.GISTEIE _ C411i 'THOtiASO. EMRICH SIAU OF WASHINGTON mict950 goes mle. tom.;/ / orb -rye anoF �f► ,b0.6 giPtoPgio Pail POOP 1 U D ,ice iieca4. ROOF DETAIL 7E►t°.H , eit4e. rift t 'r'i: 6-0141. drzii.or Iblizrar -7\1* is _$ i Loll MITHUN P A R T N E R S ARCHITECTURE: PLANNING INTERIOR DESIGN 2000 112TH AVE NE 13 LLEVUF WA 98004 12061 454 3344 FAX 1206) 646 4776 :' GMU zee e"? •���' ROOF DETAIL _ lite3416.1 I� I�EricoP H ,= -12" . xt,ua Ili -2 4 t2G l i ; HCYII`r ,a°rd7°T; 7 ROOF DETAIL .ZH 4 4 ROOF DETAIL DATE REVISION i•( 9P) .9-frot4 _ s b /.l -o" ° jrul4. nit I MU w tic h-14-4 ‘111)-Alpti.11449"/ •vl 7 i 12l^N,�I '.%P N / --- ;? ! ,EZ f� • ,ter. 4/A• rare/ f-" riTio.OVEV GABLE DETAIL 2)46, ¢.1; Ia ltu PROJECTARCklrfCT .4 M:x r-41► 00 PIIr � -+. . -mil IL Niter- to 41 iK . . " /s4-e.4-1 Coi.ia 9RAWN t`. CHECK 1. )r P e I DRAIN DETAIL Ili H ' I,,0H SCUPPER. DETAIL SKYLITE DETAIL 13 C CCWIT4 F bK.Z. 147)1/46 Hc3Lft. a •� exr Iov/Al `1 -NT IsettcH (y r, ,4/.a, > I1%.d7 W,Uk.rigt IL'4 CITY 0i fora - 17.4t t / ,.( 1%1'11. 1M,' IIKiGa rI ?IJT) : atlECrrve, -I2. I- i 1 L /b; v JG - . ----- I:7 )L. LA i L44 DATE ,GABLE ELEV, WALL DETAIL Ill'1' ? W4/4TiVi ,1.35-,1 ROOF DET 14- i t i21 r..} .?7?.i'S4sC..�.�... ..- r�t..t�i�.s.�_ ,7' .. - �"G.%i�: 1f .Ay.��rl+.�. anl."'- "rr;'L: ^7"M,I;:I �Jr H.V...�ii�!Y;' } %/1�V'.. -!�!?F ?.i�F'':.L. =..r Lf',' K',r... . -Y. \.ir..+!{'tG€"nv,N!•. .r.3'2l'�'Y.fa��l'YJ` SECTIONT U PO _ -ccarrTrlci+r p manor PAR Tory. L0II y • 111111. 11j111!IIIIII111111111111111111 IIi111111ii 11111111111111 111111 11111111 1111111 1Ii11III1III1I ►I {I1I1I(tlllll1lll ►I1,11;1,1, 1111111111111111111 1111 _.� 4... J______ ._. ._.._..6 7 9 1n 11 MABEI11GERMANr 12 NOT7: If the microfilmed cocument is less cleer than this notice, it is iue• to "the quality Cr the`oric'Inel c'ocUerent. ze LL Oz 61 81 LA G 8I i11l�Ill� {IIfII l!1 {.II111II1!IIIII11111111111 1111; 111 611t111I1111111111 1111111IIII1111111IIIII 11111{ I111111111111nllnlilll ►illlllllll {IIII!!lll!ilil OE: he.. kie LZ y GZ 'ie E z hio wdill1111111;1111111111111111111P11111!Illnh1116 !WM!! • MITHUN PART NERS 2000 112TH AVE NE BEt.I.EVUE WA 98004 ,(206) 454 3344 FAX (206) 646 4776 T .._ , 2 01 0 H 2,C40 .--- ..----- afeaXrif;0:1 ZOL 0 " , _ „ . 2.1C.>". 2 .51,0" K 1.,..c?'' X II-I" 4r6' ,1/44 .545 1-6/ x 1.-f x 11-4fi 2o1--a° /vlAX ; .1=1,T7Ft- 5 OArE - 4 5L,A13 Ceox ea - W/-41-/ w /.4- IN. vv. LiNc:EAL.Adts4 e'e cwAi )NG C.,M"VE VAiet3ie itreeigw/04, FL OF "Tif) gg4C-ilgE.N.JCe• OACTUA.4 LC:)",. coRR.Ec-rION .4 "i1/2"p x 3*-01: PLAIN 8Af 24"o/o CUT- , ONE END,W/0 FLARE 84 GREASE SAME' ENO' DD Cl A F.C)1,/ i•-.1D/a\---7- c.:D tc)L. Aorte,- I) - ) /A/P/aelletS eat/A17441 -visoao Z) 417,741 ri ogkvAetzriavpowi- ..1,./0-v4e- -77/A5 _,146-10.7-, ...ia/.c■z.e7/--c)//4. air4 BUILD! eva-r/i& frmeet: Igzo, afeaXrif;0:1 , il ii 1.,,, x -4, X fly* ...tit', 11-V, .51,0" K 1.,..c?'' X II-I" 4r6' ,1/44 .545 1-6/ x 1.-f x 11-4fi &.' 4°0 , Vt% -40,42 ei elCall X 11.-11 -7-4ro e 1/V .......____, 1a " x 4.2. x t1041-11 ..rirg)' .01144 I X 41 x ii- io- 0,141. PLAN REVIEW FOR COMPUANCE WITH THE FOLLOWING ORDINANCES ONLY,„,a-,a124,_ etAs- iSvis-01A)C11:"e" czytse"s SUBJECT TO INTERPRETATIONS OF THE GOVERNING AUTHORITY: ERRORS, OMISSIONS ANO INCONSISTENCIES, DATE IN! BY „%ep - OfiTE OUT...Rog 4S*It* MAHAN & Oe.S.ALVO, 'NO. .'" ' TOW • - - . , ... , ...... . . , . , -,- - -., .., ---- ,---, ...... - ' .',.. , , ... , ., ','.' •' ;:-.°-:g.r...-',?-e,.- -:,s,-1.:1-",',. - :":.------,--7,;,-,',I,;...' II 1 I I I I I I I I I I I I I III! I I il II I I I II I If I III I ' Ill 1 IIIIIIIIIIIIIIiiiiIIIIIIIIIIIIIII IIIIIIIii 111 111 11111111111111 11111 Ili11111111111111111111111111111111111d1111i11111111111111111111111 11111 1 I i 0 161{1! Mc.. 1 2 3 4 5 6 7 9 10 11 mADEMGFPMANY 12 0 . • • NOTE: If the rnicrcfilmc4d document is less deer than this 1 . Lnotice, it is cue to the eiolity" cr the oripinel docuMent. , ............- ........ - -. . _,) ()E.; be ye. Li 9...: Si he. Ci it:: Li. oe ()I el LA 91. St ' ht — et ' t It (DI, 6 0 L. 9 G 9 E: t w6,4 Q 61101H161141161N1114111111:111411111110mholluidnithimlnidrolhin141111611114hmioldin161111161h1111661,4111161111011116111116161411161111161144inlmillmilidnithinl ,-4,- .:-,....,-7.% . ,t,,-2. -4.--z-.47-,,--/,'=",,,.;-:;5---y,,-,,ii,,,-4-1-,$),k -;%,".2;;:--1,-;:liNivp;;;;.0,-;.. .;r,41p,;-...,N.--A.f.vgi---c,e...a;,,,,..,4:0&.r.,-;-,-;41:4,4,4i.--.,‘;',..:0.- '-koies.-5 ,,,....,,,,-...._-: ,,,t. ... • v, ,,,, ,.., „..,,,..,...-.--_, ... •, -4,, ;--,. - . ... .. . . , ._ _ _. , . — ., , • MITHUN PA P T N E R S ARCHITECTURE P L A N N I N G & INTERIOR DESIGN /!•'4 !t iia 2000 1 12TH AVE NE, BELLEVUE WA 98004 ( 206) 454 3344 FAX (206)64E4/76 //VF 4 PIERS PEER ,SEC7.' 8 -5 „.0 L X3.5 411 • W (/ore ctg© rat) I_/p (& 4eir.75 , Min a O — Pi 0 L'' //IC // 1/4 // ,%o'%p prq, Vii/ CP 'r Far G-0A,/ e W4Y f1 /0 Pc74Y, CITY OF TUKWILA APPROVED SEi 1519 9 Mar, LL`- P6t.112 ere 60Pa -rep I. rp (&,e/ '4(}) 4' °' .. A. C"1 c iI AoL '/ C, A( , vv/ 1. +./ w /, 4- VV, U sJ e.... AI w/ , co" O FiS ..0 "R" lhr V4f'c9° :F ► ��rtt_�. ENC- 7/hiEaxt 'Y OP. St_.,o•l; `TG EF S(JC E ©ArU/84, L coye.,EC Tlo v BUI DI G DIVISION zw/ "..1 res61),4 Tell° 3 e."(,":6 wAy isfe (69/igcb r 4,E 5 as,e-1" &VMM}r ( c.S) FHQIECEAHCHI1ECf CHECK �J /�G;/•4;r5 ��v.,o7/x✓ ©f iced -t ,M71!A4. , meta lA/ /Zi l °e/N °Ca /4 5� / '7 / c c./ A•fi - /. ,a/J'ro[, crrr /i e za l--4e0e/ /43 44- IMF YHWECiNO. Si SE t� !IUD' PER � lo. wcestOth?. i.y,�«.+�}� �(�.p leLlYC `k 3..y�, �. ♦ �.yyy� �_f...W %�f, s�. .. eP Y,f .e, �• � K1i 1'x• !i"►.�idFP.:T�� � 4T�. �!^sR4G:. . JfIM1FIa..+�T.�. ,. Ni � . .� ♦ ., tf" s / r %:*i' %sue I II1! 1I1III1I ►I1'IIji1Ijl ILlli_i`11111 O14 T111 iU••• 1 2 :r,, ; to s� : N f4XW e'~ kriW itt`' IjI�II I�IIII11111I !IIjJIIjIIIt'II1III�II �IIIJI III�II Iijl+!1!I!j!J!j!IIfI�!j!I1 !1!j!II1Ih!j!I!j��1 !Ii I1Ijllljij!jilljllljilijljlj•I• jjli11111.�1111 :. ..__- ......•�_- ._,... -7 8 9 11 nMre Gf�rtr12 sz 9G cG ZG��1G >�G bt 8( Gt 9t St +ll Et et II 'I, 6 8 ribII I ff II !!�Iillllil�I�I IIIIIIII(I�I ►II(IIII►II I! III�illilllillIIIIi lll' ill�lil�ll�lilllllll !Iill11116 11111110 �lli! �liil�illl�ff( fII !fI�IIIIIIIII�(Ilifl•,Il�lfll *;`� ^} r {.v'.i7/ sy' °.y'`: +"i•' '.lti!}c r,, t� ✓��1 •4t' ° ✓ T yl r ,•�. r ,••77, NOT if the micrcfiirned document is Tess cieer then this notice, it 1s cue to the quality et the- orivinei c`ocun ent, 4a j 4C)± MITHUN P A R T N E R S ARCH ITECTUkE PLANNING & INTERIOR DESIGN 2000 112TH AVE NE BELLEVUE WA 98004 (206) 454 3344 FAX (206)646 4776 63-G WE /6r 7 Y/ i4 >e 2 (4-1/ ) efr k 4 3 /.q Nom was M. AS PROJECTARCHITEC: DRAWN 2.7 IC7 ,e ?a 6 4r/a/4/ . , 4/4/A/ r d = / " e 7f'17/47 4,= : ��i , Z �4 l� f'L Ywe2e2, , . a .44 ,C/Ale ,t /44,5 (? 1'41,. "^'s`*`n.�M- .�r•..�A'.^_ ^�.yy.,R,�.errw�w+�"e+'a�� _•�yw�.�ww..�s � ' IMF � r 1� 1 fry:, W/ `IINYHJ C MgIHUN AARTAIMS �3�Z. 'fiJ': ?y`�7bM4%ft /1+.�/15Mb.T -, .-.. q., d: _ '[i �I.I G.: :.isw.� X.•. 4�:. Jy,.�y,.y., }��_'� >,,�, .s�� :i.r'' /! Y: M1,r '%Fr nli!.IC^./>•l+'7 .. .. KG !F�4'FI�i.��'✓�y!!i.�iM+#+l�I�� lMF.W�iFnFfSiY�W 't.`..~ .AF' /. -.vg} . ....:� �....:j � �/�`' �'._, •: c:.>N y r.rru.w:,r- L+f�`. -rG.4 .rldr.•.wrw -,.1�i :s+Y��nr %JJ.r.Y ,v,.i a.�.�_ -:. y'.i"fifl ��7: fh.•- .t�'J�c:3F.a.+[. f1 ,J.+.r.•..,�':f.J. <�? .. S.irr:.YrS`�•':r},...:.+✓ �'' .:..:{ ss.'... ......�... .:zti,- .. I I I I I I I I I I Illtli(tl1pi' tltjltiti Itl��tl1 111 1 1 11111 1J JIEIl11Ull1.t1 I X1111 11 1 1 111 11.,1 lJl11 I11.t11 11 1111 111' 1 1 1 111 tit tit titltit tit tlt� -�,Iv, 0 16 TITS IN";.. 1 I I I I I I I .4 8 9 1 .,:. .. �.. —,... ....,- .._�,.. _...,,.._ - ..._.. ...,. . �.. _...._....... --.. ...... ... 7 C7 10 11 MADE N iEPMAW NOT?:` If' the rnicrcfilmed document Is less cleer then this notice, it is ci.e` to the queiity cr theA`oripinei cocumerit. Se tie £Z Z`Z h (�� 6t 9L GL 9t �L bt £l ZL Ll —0—F-6----8 L II! 11111111111111111111111111111111111 !111111 1111I111111II 111111111 111 11111111111111111111IIIIII111111IIIIIIi IIIII111111111111IIi111111111111I •1111 I 11 1.1••..1._1..111 _� 11111111111111111111111111111 I 1 , ill � III II !I am ;�, slY;:,r. r .,�'. c; b 11lll'lilil iilinllii iltltill�� l i�Milllllli�ln!IIIti) -' r::; w::.- w'.' �G. f' 1'•" k' �SdaKix ',�`F's`p0.?7..9i1'0'ia✓hi; f • - • 4. *e0 -4,x4 CANT. WiTt I „ , • I ...lot. o I t . - 1 •1 1+- 'z 2.o.fo" go t-o' — v - -y zhopsoiv Flys.-mgcl..Apcm Paw wi W;1 x("0/ 616. ,a#1,41' 11-1 TVe;-. fLYPV00C1 ,74•0,z7 o (r/ P e !..,:..• _,,;.) ,9J A• .104(e' .4;:zit /6/"11:?...10N ' 4;t7.lr180-1, VIP, aale) _4'I 446#1 151SAike P t414° r A 3•Z.)44 AV d&4 cc C57AG.C.,,Eiltaz9 7" RE i or 64_8' #' c,g7D1../ e4 ,2101 1A-e3 ,Ja/173- 60v) , .rz.' ovAci v/ 1 C1-1 • ; e2.0C,-"r ti,7-Ye, 44-1,- 4.6Q/7-5 • 4bt.c," zit- 4" anvo< „ 77-I/CI< [IT-7-07:5' 1../ V-5,) 6,474- -13- 11-240 t. x 107/* 411-. 'A/ 14-14r0 X g..-.4„04,„a (2,"t iaij 1'01 y ' wArr. il-"ef / • -0/4):27 • , 60‘e-7/.67,4,1 74.7 . if 1041 ..• 4-41' Afrel 4d# 0/o51,0 Lr11 ,e/iXoe- PaAtzle-/ ifakti/ci 0A1 • ••••••••••.--- , ,•-• • ' •••"; • . • - 016 — ,57-.Y.Wa NzAn3 /01 014P -14:Aicee24/1-K ePP Akt0Y0,44P Ex OA/ kvAl.1., . io 6 redr; • 2 so t49 //ire) • 12 /2d /14.1r4p Z etili asgYVA/C;) c.,13?x /4.04 - c1.3 601,1e- 2ie4-0(41144, 577.142 a W./ 2 - /A/723 st-epes,. goamo [/8.1.,9144 fie:04316)-- tr obar45.„441 -tV /84•0171 ,da/c5r uPP=oprr_e z4Jcw, PeR 5C7/C)/4=,/ 4- //-40 .p4.4.r. t370./A4 -77eas..sobs 1.111:1'.: • 'ROOF P.:7RA /4 .v,(54e, .4P7-H OS /4'5°C2/1 0poiLl e4,774-ig• re. Ok l'°e7ANIV W141-4,' ) ) L.9. 1 .7 • . • • 70;04/04e .; • •0.40.; .4.44.44.144.11.44 r MITHUN P ART NERS ARCHITECTURE P LANNING & INTERIOR RESIGN 2000 12TH AVE NE BELL.VUE WA 98004 ( 2 06 ) 4 5 4 3 3 4 4 FAX (206)464776 , 1 8-8-89 coekv,.&:-C..7-/oN ,‘! 8-'5-9 rLca. rietzt: cc:4k. • • • • / -/ Pflaratalpifffer 0161141, cHK 5-/-/ //1-/,i FPI-4A /JO7i. (,/4Vic--?, 44?-- et; YwaaP tieefr1eoe5 W/ /. Amic,f7 <2e'q (j,0 47,13,/4,;!$. 41r- . ,49d. (A/70,/,.9-775--, '). 7c1--YPV.VP cff, '4 •11 7e7E'/V 40-47:-Wit5 e55', -1<-7 AVkfiic vogiei06.7 iVed er.-491(-) lk ______. _ . . . N e • I o• • IliIIIIIIIIIIIIIIIITIIIIIHrill1H11111111111111111111111111111111illy11111111111111111111111111111111111111111111111111111 ilill11111111111111111111111111111111111111111111111111111111111 0 ft, fil..1144( 44 f 1 • 71 5 6 7 8 9 10 1 1 ArlFINIAPPAA" 12 N3T71: if the rnicrcfilmed document is less clear thsn this cit.!! to the quality CI' the cripinpl eocunlent. OE LC. GL lie se a.c', if 0 (1 91 LI. 91 91 +71 CL Z1 It b 0 L (,) c; 11111114111I1WIIIIIIIIIHIIIIIIIIIIIHh4411111.11161 ' • . . • • / • 1 141/..6fai0 -• .......t•••■•••••■..44,4111•1•4•• I, .4*, 4.444.44.4.4.44 4 CITY OF TUKWHA APPROVED SEP 198 BD! -4 4 fit p ffp a s (1‘ /71 • k.r.” f "OP = I • .4/Z ,,t4). ligiliellAff•egt"Writelearlig.".7621" , . esentamenwsetstroogeg, " "4 • - • • • . • • • . • • spt..4 74i,vito".7":77"-* • • •01.0re:46118,0' • 1 t AI.* LIM Ael STO `\. C . 1\4 . . COLb es a vv/ VV. W. A , C Ce 0 0 • a r 4 • -TC)fm ge- er .2f-011 lt4 A C., u Te 0 / G. 4 f' '1 - Areo(Z EA. FACe.›Nssss s <01-45° • 1• -A AC? ENM," M evtAiti) c.o" IRA II'.ijPJC,i F2)E-R mErr=-r- . u NIOE rz E R ESEYON,JC:. . ( 4 Es 42/...06Ek wi A. ok,T,5 /L 0" cz- eme$E.(> 5" Vie YOPPIN (: C..)N "reCIT PeYVVOCC, C.• ee, i 111=41r- . JO/0 e- Z w/ 1.4 C:11-.1 H I T H A hi C:7 56.6.4A1) • E, C Ti t‘,4 5_ ti t--tekuNcr-i. -3 Tr gp e_se- AZ 1 tS N.--g-'6,gvniaL-4v\e54'5' (1) 'Ti AC O P7.4Vie& /SI Mf'5QN f'A I Ze. 2.3 - /0 d x Z V.Z." NA/ •,„ s e '- c)" TditC, CA.Y1A/OC,L.,, 1/2. HART> ROC. K. CONC.. ar•mie,ec, 5" heir" . ( ) 45" C. 1\ e I.. 1.0REIN Wicer .Z1 V H, /Ai efraeiP erk-7-.5,e 44,0" 0, VeN75 ei 4ec-H, --JC:217° PE ")...001R . wee) STIPFEIVERS FDarR NIFIR `-5//v/PS0t...../ 1-/ 1-1ANCIER5, -4)4 i2 /.....EACX1Ef° wi ANC 1-,<Di 13.0L--/-5 62. //-0" ,S-7-A,C2C-PEJREC?). HAUNCH • ,-5 FTC'. /Z,Ce. R'e"/"..f/- PER PLAN/ 7"C--, S CI-I et31.J SE C. -"T" I , 1171.," I-1A 1RDROCI‹ TOPP, NJ cl ZtI 2/4 11 T Ci P' VVIOOID) /it" " SiivIPS9/`-.1 MED*7- 1 a ceo 1,v/ C.4) 1 0 d1 e - 0' - %jag(' F=ER 1= /..,c>c)te PLAN s/1\4RSCI.■•-1 I-1/T 1-/G.5. x .57 u 0.5 N er-) Jo1s-r3 c 1-REATE.C) 2,x Ft. w/ 3/4 " A, ES/Zo4--r5 c L 4C) if cC..• o" C.., 1, I. vvAL,L. vy/ At 4. c. LZ" PV. 5EC.7-1 CD NJ S _ 11 z'- J- 1 7014=' 80-7: tiL.;-52 -0' -2-4;4.5 x /SL$C=P /N 1-1,1%/J$N.1C,1-1, ‘0-4PST. . ' .‘ .-..,--,-...,- " • .. ., r• . -8., 1 e '-' -. ' ' ,v- . i .•••••••••••••••••■••••■•■■••••••••ret . . 1 , e opr a." 1. t: - . tr,";,, -;;;•• • Fr-rcv x i&c " 1 1-1A.01%,ro-t •4T.r • •.,•••• ' • 4g`a&•P io aC•• / • ,„ P>e're / t41 C Its Cl,1-r.. 7: 5. COAs. FC)L., c"AsTren#,..1 1--fs/toRip_rrzol4c...,..07K.RTif yr3Z:::)0/P-JCz. Douesk.se Toir=1 • • 1 e 11 -ru c).5 3/4" lb /4111 e.A.5EN 1 44,1 ' A e5.04.--15, E r.4 65E' c) NON - 5 HI C.si fa "T` 'IP 4 -TraE e. /2112 A4.. I NI DIRECTLY BEINJE-A71-4 TRU,S,SES, laux /8"F=4„Inr-ri-i,„ 1 Of ,51MPS(::),--.1 PAM 2.5 w/ IS --koci e. ( 44-t-o"oc. 7.3/4" 7- c FJyvi000 ///z" r-/,:\wmocK, 4x 4- S. !..C.)C.K1NC-7 vv/ F44 H NC" - eA. Nt 4xce,LECIC/E1 e /4 /1 CP ANCHOR ASCV....T.5 ouc4. STAC.2GeReo. N j0157 PER FLOOR A--1 A , 416/tc.„)vvei..5 TO ve47. FTC ,-/,1 f=EF4' sEJC.:7", C ":::)EC-rt CD-S -1 "rPuse 5 (:;,/%4/TEl:, .•=e)R e.,ASE e$C>4-7 X‘EINX'• .51z,e PEFC Ft_ AN "5/.--A, oJ GRADE. cu i 0 \/ oc„ 57.6.C,GEREM). 21•011 2.411 [i? 5/14 " 1 V2." HARORGICK. TOPF=6 .1C, 01.4 ,451.1' st.C.v7 PLY V■le700, '" . Ce06.° Let:Gels w/ 5/4„op act At:sicr-tc:›PR -rr e., N4ec.:. A4 1Ni1 11C. 1. , WALL W/ 12" e.A WAY: FAL_ AN/ -C.)* c4 =.1 SECT is-cCIPI OF TUKWILA PPROVED 84-4"‘P* e)04 f Wip 5a--AP-P .E;)e"...7.4/k, (J ,/ 4es&w.,"1,_, .111' Z--'aF ri /AJ ee,,t/ ' UILDIN 01 'ISION a --ea 404-FT or.• vr.•-••••-• e ... , c.....-izi e ts -r/i..1.., rvtA...-,. .0 E6M1-01/.-- 5x-t....75-741 v.,/ La- • es•••••••eikaar. vt. ; ( fei r.,47X.17, IV4 5007,C-6 - /.. • 54= T /C)N.I ' At 0 16 Irte 2 7 9 !IIIIIIIIIIIIIII111111111111,1111111111111j111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111111 NOT: If the microfilmed eocurnent is less clear then this be • tie: Le:: (4 1 1,teielilli ;-. notice, it is Cue to the Quality Cr the oripinr-.1 ciocurnent. c‘;‘•.; e e ee LC 91 GL 47I. Et Z1, LI 01 6 9 "6 1 MITHUN P ART N E R S ARCHITECTURE P LANNING & INTERIOR DESIGN 2000 112TH AVE NE BELLEVUE WA 9$004 ( 2 0 6 ) 4.54 3 3 4 4 FAX (206)646 4176 PROJECT ARCHITECT DRAWN CHIC% mu• -• r.„. • • PROJECT NO DATE 3 EtNtrbEttr kaNtor PARTNERS , ••••• ,•••• A 'A -, ) voivoate 046/Cd-lae Afriec.aoo -PA/ 28 W// ,- pa�-�l� NN%3C '�5 /M'1 'l �', -',� . WiAt. ,. 444 cet.L., c1,9 /.., 0/5 w /gam cs 2 -,'Od 3 4 "G -">; �- l " - g2 2');"1,04*414::/..rig...,44:::--- E1% 111/211.3-1 l /,Z.] y,, }- • • _' Z4 /L.. /I 1!J�' § t "A /o -4a4ico 4 7.40( // L_ .; x f4 CONT. AT 7,ACRM NT ANGLE.. "7/7671"21 4 ,2r /c ct € 4-4 JO /�7' fir' r /1,•i •/ Hi i` ic e .<r' C!-f,. NNCL eA: x'7"1..1O.. RED $ LJ M1: -,676,A. 4'+.5'T E L. 44' .lC° "e pII'ti /,C,S. • wrea,r /3 / /-a'y 19-02 Gt//" f 2 0 N 4<16-c>>. gc37,4. #4. %`"%. /..,.•4J1 C.M:U. . ►�E!.l��f ,+ t ` .n -3, .r�_I I .0 ez.•••••io�Amrwr.•F• � rrrX.O�- Lj...1.mr.r r s..r..f../.. -UJ,i •i ri ►4�!+�►AA ,'., l.wt +.r.r.R.4,.e I .JCI•,I.Y M.�.I+lrh Y ti .m+!., a #_ rss4rir ••••: •rr! �.i X11 * 4 i zd# /f./ sF= I 1 vvp. 44 'Y lad gigue i `cvxl/- x /'6'ft. � L I I W'! +.<202 L 2.1- " 11-54flei jjj 0e, ,4.-40 a,evs 1fr9. Y'at./i 1r:41,-jzoWl 11= g r ., tLQtJ' i/Z i ;. 1 l _ ©/1 r ft8' 51;a°,:i I j Z. x c9 C- z!-0": l . •.sHHATM 11®1 G s 1 . ,#1 CZ)) IA/C t 191-0 ") c 2,< A/4-C.."T/GDa/ 772 // D EA {1 keg' .5-U r 4g1 am': ' ,� -- ---_4. -40,E3 ,,, (>07,14/1.-- ,/ 4, C ©t 4 l Tar, P'er:› 'i► �C•: +P 1 i`Y.) IM �x w/ / - : /4" x C, " F'AI�ZT IN "7"L7 ,.Ail, U CA/CDVE. c•E.ra.,,.l &j. A, t_Dr," 4HC.•M. U. eircfr. t� VlEe6 %Z f -/kn,- 1Zat LyWere 7/e6 ciroioZie MI1'HtJN P A R T N E R S ARCHITECTURE PLANNING & INTERIOR DESIGN 2000 1 12TH AVE NE BEI,I.EVUE WA 98004 ( 2 0 6 ) 454 3344 FAX (206) 6464776 I ,/ (------------ ----,. _z '-c) -6'..1 _____(_-- — - *-----1\--Th ) ,./ 7 , , /- k- t'2 r. Q ,c y f'(��.5 • II • . • • f ��u 4eQ M7 \2,XII/ X/ // 1Y2 Xtice U/ 0E7 A / ---- -, � 51-17; r4",e 63/-1. yeO/'d , .1-- .5 .xc.L+/' „v. JN "TO .I%4A _ 8M_ 4),(62 F&.. • w/ / ? cb 6QL h c�.. 2: 10"" °c.: �. 57ACacyeP..e.c) • 'lc,t\#.U. WAL -,r±,, :'��.•YG71w � . Ft • 7" x1/4 w ,/ E -.5 0 /. //z x w/ 4 -. /4. •wP eigAm P4fie f > ,4 PIR. + /J3 &I A; G' /A:Y' F'I a W/ e I 1%, COl`+1 ( ., +; 1 2.8 -rR 155//vf -rc) A -spa Ce,/./,` i 4;7r.• Z-/,e 6,0.4; i 8071• "X /, is N I— - s, _ /4f15TlPr. 5c 7: .) ca.. PNE..cM'iC) & e, ©1*' fV , @a , . . vim' CC> 1_ 1) t'4N w,-4 /ti 4 /5 5 VEP, 33A L-A NC a l SAA.4,e r . r1 ... •04 6 > ?C i -_ c ;4/1.-- 47c3 -- 7-5 4401, - /4 " /5A.elE Ft,. w_/ Ex$ TS, C..cAt... . /1/z,, rleakrie 61' ,• swi X7.4 . 1424,4,1/4/ :7 a,(,/ r:: ce -2 4-, a.� Gax1x�1�G„ kv/ .✓ +o , hr'. 1c' zeal 75'-6 etpb -5 q�. a � ell eea, • tL im4 OF PON Y 1A/A 7'F0.55 - PON Y PE g 4 PROJfCT4RCHTier DRAWN CHOCK pc 96;c.-7-1149/,../ 41.1 : "8 8 a .. ".i•rs Axis, ..'6d,EF. '.,. k "?t5�39'J'li r ,'tisjviC:2.JE�m: //2 0 /1-`427- c:;7- / 2A J' .: a, x*. f>% nle' r+:. Y�C�iB'. t�ess�i^¢ Ji!'. l�;-"+" SJn* 1' 7h1 w4' i- �e'3c.uA+its.�64+edJr�ry.-:�.-,. /(�.fr. .i' M �•``.ry .1.�..9'� �7 wSSMC1l.�'•. �. ' �.tf'. ...�if ... /.:y. v.... .F'.c _ , ^'"^ • •- ^.�,.... T7;n7''3, ✓'� �..K!..✓ l . i r. ..i AMY �:J Iijli! III! III(!!' jill ln11- 1il' 1IiJ! 1► 1►! I; 11111II1III�! II11111! i! I! 1! �I {i1lll1l:i1!1!1!1!IIII�IIi1I{!l 1111! 1!lit!1ii!1!111i111!i!1I;!�!HIN 0 t" Dr. i.x ,. 2 4 NOT-E: If the microfilmed cocument is less clear th&n this notice, it is cue tc the quality ct the original c'oc :(.;ment. UE,; (.. N : Lc' s,' S;� 0e 64 8l L1 91 GI .il Cl 2.L 11 Of, 6 I'i''! III, (!!Il�il'I�i!!I�I!I!! III!!!! IIIIII�! II(!!! II�II! Ililillll! IIIII�I! Illilll�lIII+! Ilillllllllll�Illilllll�lll�ll 'i�llll11111�111i 9 I111III III�! I! it ►!�;�II!II�!I!�!Ili!I!�;I!�!I!� 12 L J �� ' I III!! P i!I!Ii1!;�iiHh !!IIII�III! k Z 1l vt •v IIIlflll! I!III�III!!!Ifl�lllilll!I�!!ll� off �r!5 5)(4 $• �t ©'-"" •5d" Fib? T #f3 1/411 Sr/FFE./.4e..R. R.. LA - 5/0e OF IA/[.£3 i ,+ e. '.Cc EV 5,4" Z1-0" (r e3" svi.. 70 r/4 " 1 f' 5 Tr PE.R +M //51-1-11 PL-AA./ w/ 446; woOLo ,r PG,, .3EG.i. A - Go CITY -OF iUicrAliLr1 • APPROVED S[P PROJECTRO DATE • eca4At&Nt $ 41111 At P.vmeos 1 -t -6 -:. 13r,v6ivit e?,v f- AV-1.w 44, >'G /2: a 0.75 4-,444y1glebil0 2„ X Co /Vet e :,444. , ..54k-Ac) "to!, a — V544-1g) 84'15wf G6/i-lam! ,4. ARO�/WO OP/VG. I3 ,�1 JrC. 670 . 156,4/7 Z'rTZ.J� �. 0 et- 4 JN 7 + I.., dig ,O/4J A -7 +<22 '- U" 7;, ,T, 0-7 x 4 C.C./Pt -A/+JW. -CS rnfeu -Our FF AN7O ;/' R 5EG7. A - 7 T:'7- r4/t�. itu �.. ciAip Orr ! ✓1 IC IC - iegzo ie.4-4v7ri( • i� X ,...-1A/ = -7 A 4.1-1!-g//'S at4-1- t'.4/ �- -42 ud / z�'' ,�/. -' ----- -'� /�� - 4- /Z w of e59I -7 /6, '"f'4 v fie /61 gro4 -4P-5x ,5 / co ". t3vpbV i-6. J MIMI g5,41g TI /le 15044-Al 1 c:2bV 7lp2 J 42,IP/ $ ,tArrY 7oP DF /v1..5.' WA . + EA. EAJL OF R17 -F Y. ail U. COL.. BE YOlLfi VAFZIE 5 ±�, ,' - 5,f rAx - l�l�i [VA/ iE.S 7-0 /7' -6 "3 _7 DETAlL.. e e� tK,,,g4re?.ff':r egtCW..4:g ta'-. n! a+c.h.•.... 's "aft .i::�'f <'';�..h; �:�J t :�:.: '�."''?«, t, .s�•, . -4;-1" :�i✓a'P3.G�d ,'''`Y .a+ .z. ,s:rrt IIIiIi�f i,� IIIIr i :�... fz rf<r a.ssYlirSF.Td.9' "Jlle�P�''rfa'r-�'k.,�.r 11 1 1► 1 1 1 ill I. II Il1I1111i! II1111 1HIIIIIII'�Iliilli;11111III111 1111 1llll11111 11111III11111 (1111111111111liill1111111111 111111' Illliillli ;Il►IlliflilliIIIIIIIIl1111 /11111111111111 /3' _ 4" `7�z P,C.,. 8EAM.. -� fa —462 ROOF PER. A -7 -57-RAP PEA SF_ G7: E-7 k 1 1EYau17 (435-Low .st..oPEt.) F,O:ec.rf ,;2000x- OA1 6,e /b /•ew 15-a: - .z /r vv /•s . .5PAAJDRE. L t C7°/ i C.,- .7 7/� PAI st/ 4W'-e: / ../G7/6`7— e U� i ott- -/ )Ate / JedFa AA:IE)o . J3Qc...7*.',a . .DOU81 -e TRUSS • CM OF lUm' ILi\ APPROVED MITHUN P A R T N E R S ARCHITECTURE PLANNING INTERIOR 'DESIGN 2000 112TH AVE NE BELLEVUE WA 98004 (206) 454 3344 FAX (206) 646 4776 PROJfCT ARCHITECE ORAWN CHfc: • TITff PROJECT NO 1 ' -# • !N !lam e' t 'o,J1-' M`l . !J / l3 y / ' • h' Ft c: L.c 54. 6L 4 . h 7 8 9 1r) NOT-i: If th? microfilmed document is Tess clear than this notice, it is cue tc, the quality cr the oririnel document. tie Cl. e( LG UC bl ti �� 91. 9l 71 Cl zl Li. ()L G 9 G 9 '; i ��II�l�il�ylllyl yyl��:i� If�l� �Illllil�l 1111 I' I� I i i I III( !ill I (I 1�UIII II1 1U11li111I ll lliill 1 J1 111111I( I l ilh1111I11111 111! 1111111111IIIlllll ll11111111111111111111I1 lll1ili illllllil11► 11J11111 ll Whit ll ! 1 P,AtJE :N(IFHMAN, 12 z l WW L) lilliwililillu IIIIhull StffE M4AgfA ccrre6i k o �errp; r �ti ab 44- eV- J $ d a 'XV 1 J w/ to-tad (414e,,a 41,--e)# 410 r.57,101,y fk././X83 rsA /I HC-0A.5 • oe, 4<Vokeig6 L4-4,6.0v/iN4 ./76624r e Pea :-/% 4, 6 Pee el,AAI cialtoliva ez-ev f4•,-\17# oc-r-T70/.../ el-- //1-1773:7/..,67 re:4 PTiereill) atavers ..10151. (4/1 prr (46G, teepP4/.1 41- 40 004- kv/ e=1.7#4.:4, ee,e. .5z;1 ; A-7 -gong_ -8 ak /13 -3 # cr awa."15 e‘Wg.• / .3 —I 6445 eirtz H-r^tAl 11.-41J 45e-61, //4-4 4 x-l• g. r: COL . 464- 12.11x if / --V;fre oAi 4 Ilz"0 115 C#1."r1 0A1 F°: ...fMNIV•4■Kt ■ylm (/ " Ka• a a • 7.; r ›.•-• t" t • ' 4 1/ZI // ry,40, W/ HP7A dr-Pp'7,1,41k/ (4- -r(rAi.....„) 1/651/1/PI t*%4 11111111111111111111111,1!!!1111111111111;111 111111111111ill1111111111111 111111111111111 2 4 11111111111111111WIIIIIill i i 111 ) 11111111111111111111111111111II:!,1111! , „ 0 16 TM tra ■• 7 8 9 1 c) 1.11.6f 1116F1A65ro, 12 NOTT: I f the rnicrefilmed document is less clear then this 2" -z),e;c-7-74viv • I 1,_ C.); fl. ,,. GZ 9e F.,e ee :6 0 e 61 Ell Lt 9l 'gl 171 et et It 01 6 8 ii, 9 `1 ti.. 1 lud!1 !!'ll!!!!!!!ill1!!!!!!!!!!!!1!!!!iilId140WIIII!!!!!!•!!!!!!!!!!!!!!IIIIIIIIIIhIIIIIIIIIIIIIIIIIIII!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!IIIIIIIIIIIIIIIIIIIIIIII!!!!!!!!1!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWIIIII!IIIIIIIIIIII!Ilillill!!!! LIIIIIIIIII!IIIIIIII notice, it is due to the quality et the cripinel c'ocument. za; 4-4,v 5. 1Z. //2- 1`4,77 (..pa W/69c7- fad 0•4 OCA(57 60' 443 .e.f)4( I '77440 .44-i_y/"f7,/ (9,u te.-4 c.c (S-7771-Ag /0/7 ,e1-2% 134P-AC. HIT '7-er7r ptoz, rtoeled '*-Ptil 5,12-5 ,/ 747 0,49C,47 ,32 ...56C 42,../ CITY OF lifi\vviLik APPROVED MITHUN PART N E R S ARCHITECTURE PLANNING & INTERIOR DESIGN 2000 I I2TH AVE NE BELLEVUE WA 98004 ( 2 0 6 ) 4 5 4 3 3 4 4 FAX (206)64G 4776 INGINIMinutemmgtellffillieMeMaiisminUnilam PRoJEcr ascHirEcr DRAWN CHECK tg: r R I I a 1 I t S tig I I a 1 g g IN e INIENSMISIZEIMMERMIERWIENamigailidlein PROJECT NO DATE e- 9 NOWIER - • -- COrresairr 0 4emor PAPititlf ^ 11r,r, • 7'1,1, of .r r...l. „n...rr.,VIP nrs-r14,p•/My/.7'Yi e•!r.•... •••■•■ ..• +.w .r...»n�+.• -. ,.�.• �r•...s . C / `ta i° , 4t1 13/ 'ecvitt r !,r ./o8 � Pi#/l,I.- Nara 1' ✓ C e0/ P&, c-47/vc././57-e 6e4/1 5G” g'G`/, Jf; f'ee [ij . ,A1/7::L7 �NL$ O /c>(e e re _ 56A/4-2 13 c l� �.1 7°4 ie MITHUN PA : t T N E R S ARCHITECTURE PLANNING & INTERIOR DESIGN 2000 1 12TH AVE NE BELI.EVUE WA 98004 (206) 454 3344 FAX (206) 6464776 l j / N ell G mu ,ee (, / , / 5 #-F.a .¢ G v g _. (oil eavzvetsz) . � 1...Aio° 0e /A//r = 4.:3 43,4e PA', 3) te...aU"T /9li G6 - -5 cc ;/ 19 PI -Act' veer: ‚�'M ; G V. 44-1 Li.,, 40; *,) -ef't V /Pe. 11(/ I, 0..6.1,0444...) -60.paavaze. • z.--,4:3Arr hs34ac./47 ecrizml 4,1.7 z 44-4- ce tom/ e7i1 r+...+4i " /°°'°G•� ‘../47/A/7" 7-`- , ' /4 -/ tit 4:=07-3441.- atom! .et,e -.:ifi i'7°°eG7'1 eA L- Zv i pt/ /,t,/a.,�a , ,z) 6rz, "47- /47- 45. 4, t %t ': f►4rte; t�1/�}L..€ )• 7t '' ;”' .� /iL/�j • co(vrte4z, \ '2 (rV7- %n'A'3� n . __ , . .-. n �.f'rY.i7/M.+3, .f' ,.',t . erC3i „' .s>`• : d� y o f ceere M.5 J • 1/404 , 1 vo7; 4-,q tom" 1443 t r.? (X,rgte:eC:,"r(e3(C/ ...∎..., ......,,.• ; }f - "` '(6l s/``1J v44z.z - Jf�I e31 ..e� e*,,evz, �-- � v, t . All1411irennii ralra. WU. NNW 4 r , -) ,;� - I .L /(2 /4J 1 t//9('-/. . c7&-6F .-'few'c �' �I�IIIJl Iijill�lll�l� i�{�II{Il�ili�ili)If I;I�IjII 2 2 Off: hr' li<: Lc,' sz t,e.; s� I I Ijij! I' I'! IIIII�IIII ,IIiI�illjllili�'!!tJ1 ∎111!111;1 '111111111!1 !III ' �r�, l�- -�.,I �.,� ea_: . 'l1lljl ICI ►ICI IIIl i l�l (l il ll il 1l il ll ii li �l 1l!i I i ►l ll i111 i! lI 1ijl iiiiilj iil 1i 1I ►iIlIIiIl 1II I a ; 4 5 6 I 7 i N3T7: If the microfilmed cocurncnt is Tess clecr then this 1/4 notice, it is true to the quality cr the ori'inFl eocunnent. 1111111'I11111111111i1111111111 /11111111 11 1! I 1r) ) 1 I M4 r'I IN ('FNM')4 12 1.l', l! O( (L f3l LL 9L 9l ?L el Z1 IL 01. 6 Et L y c; I I i I . I �I�IIIIIl III�Ii11IIIli�iIlII11II�iIIIIIII l�lilllilll Vi Yt IIIIIIIi! iHTI1111�11ItIl!i1�1111I1lII� c- c2 • Gll•Y OF TuoviiLi APPROVED S E'r% /I BUIL' VI 104 PAGJE(]ARCHIIECT DRAWN CHECK r,Y` ✓yf T 1 EROJECtNO OArE 3..31_69 8- i Citer1H5Hr c M11HHII PA317NERS -7- 14.-ems ;z. igir- 1� — � 'MtY <1•,011 a AdrAr vo7; 4-,q tom" 1443 t r.? (X,rgte:eC:,"r(e3(C/ ...∎..., ......,,.• ; }f - "` '(6l s/``1J v44z.z - Jf�I e31 ..e� e*,,evz, �-- � v, t . All1411irennii ralra. WU. NNW 4 r , -) ,;� - I .L /(2 /4J 1 t//9('-/. . c7&-6F .-'few'c �' �I�IIIJl Iijill�lll�l� i�{�II{Il�ili�ili)If I;I�IjII 2 2 Off: hr' li<: Lc,' sz t,e.; s� I I Ijij! I' I'! IIIII�IIII ,IIiI�illjllili�'!!tJ1 ∎111!111;1 '111111111!1 !III ' �r�, l�- -�.,I �.,� ea_: . 'l1lljl ICI ►ICI IIIl i l�l (l il ll il 1l il ll ii li �l 1l!i I i ►l ll i111 i! lI 1ijl iiiiilj iil 1i 1I ►iIlIIiIl 1II I a ; 4 5 6 I 7 i N3T7: If the microfilmed cocurncnt is Tess clecr then this 1/4 notice, it is true to the quality cr the ori'inFl eocunnent. 1111111'I11111111111i1111111111 /11111111 11 1! I 1r) ) 1 I M4 r'I IN ('FNM')4 12 1.l', l! O( (L f3l LL 9L 9l ?L el Z1 IL 01. 6 Et L y c; I I i I . I �I�IIIIIl III�Ii11IIIli�iIlII11II�iIIIIIII l�lilllilll Vi Yt IIIIIIIi! iHTI1111�11ItIl!i1�1111I1lII� c- c2 • Gll•Y OF TuoviiLi APPROVED S E'r% /I BUIL' VI 104 PAGJE(]ARCHIIECT DRAWN CHECK r,Y` ✓yf T 1 EROJECtNO OArE 3..31_69 8- i Citer1H5Hr c M11HHII PA317NERS -7- 14.-ems ;z. 1 ' • ' , • , I Z 1 - 4 ell.-1,16; M.-te Igej 10- 1 Ocavc.v0.7ale ' R ' . - ,., 544 ( AsC14-1-76.7 ("01- 41-7 Zr.o. 7WXS5CS +/3.1-4." rgie (-4,414 A-61 1._ 701-7-7 - MEM in4ke; _ -re1.16 , 3ti• - rIA4 x 4- 1UP 41/4a1 •ee.clevA-1P 47,4e eete d;oar, x 6 t, Ice-n1/ /4/40P6z7 -1-04"*.503 t • IL PLY0/00 .\\ 1 - /7411 t I 7 („ VI-- 11 474 cit;157 age""- x pHoll 15i, al. e 0,t;""torr 0.-//i00P r30(0 -11$1040r; gA-*"4.- ak.."- (49 " 447:4, 03. ' • • ' ' • • ' - eeafr -THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE UNIrORM BUILDINO CODE -- 1985 EDITION - ASTM'S LATEST EDITION 4q0OF 25 PSF WIND 80 MPH, EXPOSURE B SEISMIC ZONE 3 ;EQPIWATIQN JHE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PGF, :IN ACCORDANCE WITH SOILS REPORT #1192-12-I DATED 10-24-88 PREPARED BY (3E0 jENGINEERS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. GALL FOOTINGS AND SLABS SHALL BEAR ON PROPERLY PREPARED iCOMPACTED STRUCTURAL FILL, SEE SOILS REPORT. ALL STRUCTURAL FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS, THE MAXIMUM DENSITY SHALL BE 'DETERMINED BY ASTM D 1557. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW iFINAL GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. “;AaL17.I.R.:T.L.A.U.:71nAgREIf ,,:i"c=2500 PSI FOR CAST-IN-PLACE CONCRETE - MAXIMUM WATER CONTENT 5.2 GAL/94 LB. r.iACK or CEMENT. SUBMIT MIX DESIGN IN ACCORDANCE WITH PROCEDURES OF CODE. ;ENTRAIN 6% AIR ALL CONCRETE EXPOSED TO WEATHER. ULTIMATE STRENGTH DESIGN METHOD EUSED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ;ACCORDANCE WITH UBC AND ACI CODE 318-7/. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT RSEGREGATION OR EXCESS FREE WATER. EOR ADMIXTE SEE SPECIFICATIONS. 3/4" •CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL ADRAWINGS. SEE SPECIFICATIONS FOR CURING. MAXIMUM SLUMP :; INCHES. PRECAST BEAMS 1 'PnricAsT BEAM LIFTING STRESSES ARE TO BE CHECKED BY THE CNTRe4CTOR ANI) ADEQUATE REINFORCING STEEL, AS REQUIRED LiY THE CONTRACTOR'S METHOD OF HANDLING AND TRECTION OF PRECAST BEAMS, SH:\LL BE PROVIDED BY THE CONTRACIOR. ACN94, psi TUNF,Pec=_P4G_.5IU:s. 1 GALL CONaRETE REINFORCING STEEL SHALL BE DEEIIRMEP REP Aslm 1 jfy=60,000 psi LAR CONIINUOoS REINFORCING BARS 30 PAR DIAY:ErEFIS, l'-7 NINIMUM NAJNLESS NOTED OTHERWISE. (N'IRNEC:i BARS (1'-7 BEND) wILL PE PROVIDED FOR ALE ,HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCF WITH 'ACI MANUAL OF E,TANDARD PRACTICE C DETAILING REINFORCED CONCRETE- STRUCTURES-. WELDED WIPE FABRIC (WWF) TO CONFORM N1TH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES _WEATHER F, EARTH FAOE 1-1/ TNCNES _INTERIOR FACF ;/4 INCHES iKLEINFORCING STEEL WELDING 'ALL WELDED ,REINFORCING STEEL -r.) BE ASTM A515, GRADE 60 (f.yE60,000 pf:3i) AND WEL:IED ER "ANSI/AWS O1.4-79 STRUCTURAL WELDING CODE - REINFORCING STEEL." PIECES TU BE WELDED SHALL BE PREHEATED IN SUCH A MANNER THAT THE CROSS SECTION OF THE BAR OR 'IECE SHALL BE AT OR ABOVE 500 DEGREES FAHRENHEIT. AFTER WELDING IS COMPLETED, ARS SHALL BE ALLOWED TO AIR COOL TO AMBIENT TEMPERATURE. QUENCHING IS ROHIBITED. ALL WELDING SHALL BE BY CERTIFIED WELDERS. USE ONLY FRESH LOW YDROGEN E90XX. ELECTRODES AWS DESIGNATION A5.1 OR A5.5). IF WELDED REINFORCING iS TO BE BENT, BENDS SHALL CONFORM WITH ACI STANDARD BENDS AND NO BENDS SNOULD BE WITHIN 3" OF WELD. PROVIDE SPECIAL. INSPECTION PER UBC 306(A)4. 1 /LL WORK IN ACCORDANCE WITH -AISC SPECIFICATION FOR THE DESIGN, FABRICTION AND\ tRECTION OF STRUCTURAL STEEL FOR BUILDINGS-, AND THE "CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A-36 TUBE COLUMNS ASTM A-500, GRADE B WELDHEAD STUDS ASTM A-- 108 MACHINE BOLTS ASTM A-307 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 2G FOR CONCETE. APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF ANCHOR BOLTS IN CONCRETE. CONFORM WITH IC80 APPROVAL FOR EXPANSION ANCHORS USED. STRUCTURAL ENGINEER MUST APPROVE ALL SUCH.SUBSTITUTIONS, ALL WELDING TO CONFORM WITH AWS 01.1 "CODE OR WELDING IN BUILDING CONSTRUCTION". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS 'FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 10X. ELECTRODES FOR MANUAL SHIELDED METAL-ARC WELDING OR EQUAL ELECTRODES FOR OTHER WELDING •PROCESSES. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PAINT. PARABOLTS (TYPE P8, GRADE 5, GOLD COLOR) ARE TO BE USED WHERE "PARABOLTS" ARE CALLED OUT ON DRAWINGS. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH .PROPER EQUIPMENT. (Fy=36,000 PSI) (Fys46,000 PSI) (Fy=55,000 PSI) MASSINEY HOLLOW CONCRETE MASONRY UNITS SHALL BE GRADE "N" (f'm=1350 PSI) IN ACCORDANCE WITH ASTM C-90. ALL MASONRY TO BE ERECTED IN ACCORDANCE WITH UBC, MORTAR SHALL TYPE "S" (frrrz1800 PSI AT 28 DAYS). GROUT SOLID ANY CAVITY CONTAINING REINFORCING STEEL IN LIFTS NOT TO EXCEED 4'-0". GROUT STRENGTH SHALL BE 2000 PSI AT 28 DAYS, MASONRY STRESSES USED IN DESIGN WERE FOR INSPECTED CONSTRUCTION. REINFORCING STEEL SHALL BE DEFORMED BARS ASTM A615, GRADE 60 (fy=60,000 PSI). PLICES SHALL BE 40 BAR DIAMETERS MINIMUM UNLESS OTHERWISE SHOWN, ALL CONNECTIONS AND BOLTS SHOWN EMBEDDED IN MASONRY ARE TO 3E INSTALLED BY THE MASONS, DURING THE CONSTRUCTION OF THE WALL OR PIER. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING. ALL MASONRY TO BE RUNNING BOND LAY-'UP. ItMaER 2X • LUMBER D F #2 (Fb=1750 PSI REP.), 4X PLATES, BLOCKING & LEDGERS D F. #2 'LUMBER NOT NOTED TO BE D F. #2 ALL LUMBER SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER--LATEST gOITION" AND EACH PIECE SHALL. BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED FROM THE STRUCTURAL MEMBER. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON NAILS, UNLESS INDICATE[.) OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED. illU.71-_,NATE:D_WQQ_LILIAERPERF,t o.,u-LAmINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI/AITC A190.1 - "AMERICAN NATIONAL STANDARD FOR WOOD PRODUCTS-STRUCTURAL GLUED LAMINATED TIMBER" AND AITC 117-85 DESIGN AND MANUFACTURING. USE COMBINATION 24F-V4 (DF/DF) Fb=2400 PSI. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2- DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED FRABRICATOR. ALL GLU-LAM BEAMS SHALL IT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. k/ROVIDE AITC ,STAMP ON EACH MEMBER AND SUBMIT AITC CERTIFICATE. ADHESIVE TO BE -AAN4ET USE" . INDUTRIAL APPEARANCE GRADE. A-16E CA2P-10/ErA:4A1 Z4F: -A ‘45 c pr deN"T LEVE,Cer-) s-4.- .. •• . - WI.OP.NAALL.5 WINDOW WALL SHOP DRAWINGS WITH CALCULATIONS, ALL STAMPED AND SIGNED BY A LICENSED WASHINGTON STATE STRUCTURAL ENGINE:ER, SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL SHOW ALL ADDITIONAL FRAMING, BRACING, CONNECTIONS, ETC., REQUIRED FOR WINDOW WALL SUPPORT. INS.P.10.12Ka INSPECTIONS ARE TO BE PER UBC SECTION 306 AND ARE TO BE BY AN fN.DPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ENGINEER. FOUNDATION: CONCRETE: REINFORCING: CPNG, ANCHORS: ROOF & SHEAR WALLS: WELDING: ==GS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: GLU-LAMS, STRUCTURAL STEEL., MISCELLANEOUS STEEL, REINFORCING STEEL AND TRUSSESAJCWT:t 0441cH -...'41rerre__TilAtrr 2 coAet5 op -me .5,40e. p4wri,Jci-5 ThEi 5.f.rEZ'it\j„.00146-ITT6i73-7 AFIE (THE CONTRACTOP SHALL VERIFY ALL -DIMENSIoNS IN THE RIELD AND SHALL PROVIDE ADEUATg: SHORING AND BRACING OF ALL STRKTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALE FIELD CHANGES PRIOR TO INSTALLA:Q,C)N. 4QTE TQ MFCHANTQAt_AND_TeiCT;3.Q.E. CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS! SUPPORTING ANY MECHANICAL , ELECTRICAL, PLUMBING OP SPRINKLER LOADS IN EXCESS 01L 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALi SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOP; INSPECT FOOTING cxcAvATIoNs AND PROVIDE COMPACTION TEsTS AS NOTED ABOVE. TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY STRENGTH. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE sNITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. ALL FIELD INSTALLATION OF CONC. ANCHORS .IS TO BE IN ACCORDANCE WITH ICBC.) AND IS TO BE CONTINUOUSLY INSPECTFD, CONTRACTOR IS TO HAVE A COPY OF ICBO EVALUATION REPOR ON SITE FOR CONC. ANCHORS USED. CALL LILDG. DEPT. AND ENGINEER FOR NAILING REVIEW PRIOR TC? ROOFING OR COVERING WALLS. INSPECT ALL FIELD WELDING. VERIFY CERTIFICATICN OF WELDERS CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION CF WELDS NOT MEETING SPECS, INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETLNG 3PECS. icYe-C'/A)L-• 1A-i4 -d g,r_zadiceP tee =762(ez.) SLUMP ANC) APPROVAL PRIOR T() INSTALLATION ::F ANY OF THIS' EQUIPMENT. . _ edit-pi,Lic;, tdid67- oe- rp,..#9.4-4Aep r'c- 5014 eer-vr. AlliJ17.-AE3 /44:e 0eAg 67cicri-0/44.. 1, A CEeigE-6.6.1-7-4-TiVe t-fu,-r SE Pg.e551.-IT PtiC1144 Fi-AG5friel-rr Ai.4C7 .C-4VMtAC,Tlat..1 (OF P114- oe4-12 At.-42 -Tv Exte4frrit.6 roaro-16; 5xC.AvAnosit:-, -ra \f/P-cr A17562UATe r7,e cz2t-.1c,me-re AT F.,4;c1-4 et,iarit-4eare, ) PL.,AN5 (J1=5frITT -rHe /AG Got-IPI-1,4QC/e, .eC.C;01-11-161-1P,47-(014* fe,ePr,r. (*CAPitl A 1-12 t9C64-LVAP F-9.-Al-.15 4.60/E eeehi Fzeviet,VE-p tS'r ea-rec C-0P155 THg5g f571-.41,15 1-0 THE tc3e1C, OP Vel-.15e0 e3e 04c-rrAcd-iie2 -ra,•51EL. *5-714P ve./ 1\ A.rit-Jei6c-+.1.e.t4LrletterviCayipei-101,...r1ZoOt-rrcol_rni-i-Lisue,o-ro,icizoti,rrLy-04, ) wiee o ciA1.1,6,e 1.6czaivAl-aLcr. MA0c)FAC;Ittiegt? LS‘f \ -4 X ie., 1 5/e>" fr-L4Lia , 151 \1. ---• 9 " , r . NY-"- - kti:;TAL.Ivs.utAsno_IfiLl.36fiS . • :DESIGN FOR DEAD. LOADS 'AND LIVE L.0A,DS INDICATP, ON PLANS'. AqcOuNT FOR WIND UPLIFT AS REQUIRED BY CODE. VERIFY. SIZE AND LOCATION OF ALL .t.OADS DUE TO , \s MECHANICAL, .ELECTRICAL, PLUMBING AND SPRINKLERS. SECTIONS AND DETAILS ON PLANS ;INDICATED- ONLY THE. OUTLINE OF THE TRUSSES. MAWPACTURER SHALL SELECT THE • CONFiGURATIOa'iW WO AND CHORD MEMBERS TO PROPERLSc- CARRY THE REWIRED LOADS. IRU.S.S..„.F.41)RIQA.T.OR SHALL: 1) HAVE AT LEAST. FIVE NEMS ExpeitiENCV IN COMMERC;AL".\, \ TRUSS FABRI(ATIPH:;'• 2) BE. A MEMBER- OF THE WASKINOTON WOOD TRUSS FABRICAP,01 ICOUNbIL ) ; 3) PROVIDE , UPON • RE,Q1JEST., CET TI FULL qpALE L�AO./tr RESULTS, RUN BY AN INDEPENDENT TEST LAS ON SIMILAR TRUSSES AND ACCORDANCE WIIH tip.‘„C STANDARDS 25,1737. „ PLAT .a 14/0411EAQT,V.B.gli SHALL: 1 ) BE A MEMBER OF ,-.411E TRUSS PLATE itairritTE. (TPT); 2) ; PA131116.11.014: , 1 ) TRUSSES,. TO BE FABRICATED IN ACCOR(ANC UM STANDARDS 5ECT(ON 25. 1.IMS AND SHALL 8E INSPECTED IN ACCORDANCE WITH UE1d STANDARDS 2#0.1109; 2) AL,L LUMBER TO BE KILN DRIED (MAX . 19X, MC) ,g;TOP CHORDS MUST BE D.F., OINER TAWN MBERS MAY BE H.r. AS REQUIRtD SY DEBIGN'. QP.,,M,AWItie$,,z.. 1) ALL PLANS AND CALCULATIONS , MUST BE STAMPEtt BY ONE. QUALI-FIED NGINEER, LICENSED IN THE STATE IN. WHICH *E- PROJECT IS TO BE BUILT; 2) INCLUDE .4rRUSS CALC1.11,ATIONS, LAYOUT. AND PLACEMENT PLANS. INDICATE ALL BRIMING, SOOCKING AND BRACING.. SHOW ALL BEARING AREA CONDITIONS INCLUDING ADDITIO4I GEARING CLIPS TO INSURE ADEQUATE BEARING AND WHATEVER ELSE DEEMED NECESSARY bY TtiC T -S NGINEER; 3) SHOP DRAWINGS. TO DE PREPARED UNDER'i THE DIRECT SUPERVISION OF HE ENGINEER; 4) THE -TRUSS ENGINEER OR HIS AGENT IS TO V,ISIT THE SITE TO VERIFY -134AT TRUSfifiS HAVE BEEN FABRICATED AND INSTALLED IN " ACCORDANCE WI, T14 THE TRustl ENG/NEER I'S DESION. T1,1 TRUSS ENGINEER OR HI AGENT SHALL ALSO VERIFY THAT MECHANICAL UNITS HAVE BEEN PLACED IN- ACCORDANCP4,11TH 14/8 DESIGN PARAMETERS,4:•-'THE TRUSS , ENGINEER SHALL TEN susmrt tt.riTER --TO THE ARCHITECT AND ENGINEER CERT/FYING THAT THIS it4pPETION HAS OCCURRED AND THAT ALL OF THE ABOVE ; MITHUN P A RT NERS ARCHITECTURE P L A N, NINO & INTER 11)R DESIGN 2000 I 2TH AVE NE BELLEVUE WA 98004 2 0 6 ) 4 5 4 3 3 4 4 FAX (206)6464776 /4\ 5-S-8 C:7-1c?/ FAN UMCPMCF f ALL PLYWOOD TO CONFORM WITH U.S. PRODUCT STANDARD PS 1-83 AND AMERICAN 0LA'WoOD :SOCIATION (APA). s- ' TYPICAL ROOF SHEATHING.... ... E .. A,$/t T4,7(4D-0‹.4-8W. , TYPICAL FLOOR SHEATHING 3/4" T&G CDX 48/24 ALL NAILS 10d COMMON (9 GAUGE, .148" DIAMETER, WITH 1-5/8" MINIMUM PENETRATI3N. :R):: SHOWN-ON PLANS. 1 0e1"r62 Ar\I°)IVAL lftSSESSIALLBETRUS-JOISTAANrs-A_ CNFORrTOTHENi\HUm sTANDARDS O ICBO ' REPORT NO. NER 148. FABRICATOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIOK. STAMPED. SIGNED AND DATED BY AN ENGINEER LICENSED IN THE STATE WHERE THE POJ:l.er -Itt; BEING BUILT TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. SHOP DRAW110.4\' - -.SHALL INCLUDE TRUSS LAYOUT PLANS. CALCULATIONS SHALL INCLUDE TRUSS END BEARI40 " ' INCLUDE MECHANICAL LOADS IN TRUSS DESIGN AND PROVIDE ADDITIONAL TRUSSES WH4.1E, ID AIAANECESSARY. PLYWOOD NAILING INTO TRUSS CHORD SHALL NOT BE CLOSER THAN 3- IN IY ROW OF NAILS. 'SEPARATE ROWS BY A 1/2. TRUSS BRIDGING AND BLOCKING SHALL BE 1-0EQUIRED PER FABRICATOR'S SPECIFICATIONS. THE TRUSS. ENGINEER OR HIS AGENT I.S1'0 VISIT THE SITE TO VERIFY THAT TRUSSES HAVE BEEN FABRICATED AND INSTALLED AlEACCORDANCE WITH THE TRUSS ENGINEER'S DESIGN. NERIFY ALSO THAT SPRINKLE LEcTRIcAL, PLUMBING AND MECHANICAL UNITS HAVE BEEN .PLACED ACCORDING TO DESI-0 PARAMETERS. THE Tkuss ENGINEER SHALL SUBMIT A LETTER TO . THE ARCHITf;(M.E1E- RUCTURAL ENGINEER AND BUILDING DEPT. CERTIFYING THAI, THE ABOVE INSPECT ..A4' HefpCURRED AND THAT THE ABOVE REQUIREMENTS WEE MET. ejvA. „dici0Vn,4' r141 6-7-0At 1/4./ tki w/444-, x1.1 4.4/.7‘10/e r-ae 7;4, fr--fteAtle '47a0-0,4 ...0u1A4meNts WERE NET. /0 A l'-3k4 Z3"' 1/ 0 ECK IrElli"Thialliailainglangl"716341211411inallIMMIM eastratwomacusammeassrawion't PWAC,NO • eny OF 113AOILA APPROVED 04rE A e Z5/0 8 071 SE? 93 • • - . • - a • -14 42 t'-treAr ,w ?.:4,44. ,f; ;1'1 • 14"1; c*? . '" 11111111111111111111111,111HIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111111111111111111111i11111111111111111111111111111111111111111111111111111111 • 0 2 ? 6 5 6 7 8 1 , 9 in 11 C4FP4.41444 12 . NOT-I': If the microfilmed document is less clear thsn this • 0 Le 9. ge Ce, e,e, L. 0 LL 91. gl EL Z1. Li. L 6 Z, 9 (.1 notice, it is Cue to the quality or the cripinel document. t'il,"101!ITI,',ITRItii111111!lit.WIWIHillIIIIIN.1.110111411111111111114;11141.111,011.1tIlihifinI Ili 1.4 I I 1111111 ii!IIIII11411,11111HIM61141111111;1161 11111HIIIIIIIIIIII111/01111111111111161111111111111WIIIIHhiliklihiLk11111101111!hillhlillidirni1111 K. 4 BU DI G D 'ON • cot/ 7-E". 234-04 ,23-/0 1"..,154 4/04 '-s•-4/N • NE , GEAfEE :1;6:41 1. • - ,..-, • - 91C0t0 G I "050' EXIST. PWF:. VAULT TO REMAIN .NEW PYLON IDENTIFICATION SIGN DESIGN BY OTHERS SIGN (DESIGN BY OTHERS) TO WARN VEHICLES OF PEDESTRIAN CROSSWALK SPEED EIUMP AHEAD I kes CON TR24CTOR CAI RELOCATED EXIST. HYD. 10' WEST BEHIND NEW CURB EXIST. ST. LT. TO REMAIN 0 0 EXIST. "BUS' SIGN TO REMAIN EXIST. PWR. VAULT TO RIF1 EXIST. OLYMPIC PIPELINE CO. VENT RISER W /SIGN a 1 T I EX/tr. EHOGSE 1. a 3` O' z 0 t- v w 0 in 0 w 3 w EXIST. ST. LT. TO REMAIN EXIST. HYD. TO REMAIN EXIST. "NO PARKING' SIGN TO REMAIN 1 - FUTL1RE / DEVELOP/ r/ AREA 25' WIDE x 40' LONG \ LOADING AREA W/8 WIDE YELLOW BORDER STRIPE 8 • 45• YELLOW STRIPES @ 3'O.C. SPACING TRASH ENCLOSURE 20' LONG x 10' DEEl' WIMASONRY EXTERIOR TO MATCH BLDG. PER ARCH. PLANS SOUTHCENTER PLAZA -an SITE PLAN NE 114 SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. TUKWILA WASHINGTON BLDG. A - CROSSWALK W!4' WIDE x 10' LONG YELLOW PAINT STRIPES GI 2.0.C. SPACING. RAISE PAVING 2" HIGH x 10' WIDTH SO CROSS- e AS A SPEED BLMP. ,a 116 SLOPE MAX. (TYP.) ..14 1'12 SLOPE MAX. (TYP.) WIROUGH FINISH rn CROSSWALK W!4' WIDE x 38' LONG YELLOW PANT STRIPES @ 2'O.C. SPACING (TYP.) BLDG. E3 SURVEYED EDGE OF / WATEfII-L -T3O i 4" STRIPES PAINTED t W 45° ANGLE (YEL LOW) I2 "x18" SIGN Wl INTERNATIONAL 12.5' SYMBOL OF ACCESS 4''-5' r ABpVE GRADE 30' , VARIES LAN PLA SCAPE TER CURB (TYP.) 9' Tai P INT• D INTERNATIONAL S MB • L OF ACCESS 1- F- d' N 1 0 0 N - W ITE AIN ED 1-- 0 a_ 0 TYP COMPACT >- 1- 'D PARKING STALL DETAIL SCALE' I" 30' SURVEYED SETBACK LINE ' TLOCATIOIT'FOR^ 25' B.S.B1 FROM 13.0 CONTOUR SITE DMA AREA: ZONING DISTRICT: BUILDING AREAS: DEVELOPMENT STANDARDS: HEIGHT LIMITATION: PARKING DIMENSIONS: PARKING REQUIRED: Target Parcel: • 8.10 Ac Spieker Parcel: 5.66 Ac Remaining Area: 25.12 Ac TOTAL AREA 38.88 Ac C -P /Planned Business Center PARKING PROVIDED: Target- 111,909 s.f. Bldg. A 31,600 s.f. Bldg. B 19,3005.f. (8,000 restaurant) Bldg. C 6.000 s.f, TOTAL 168,809 s . i . Front Rear Side 75 feet Puilding 20' * 20' 10' Compact Stall: Standard Stall: Barrier Free Stall: of gross leasable area Landscape 15' PARKING RATIO: 15' 15' LOADING SPACES REQUIRED: 8' x 16' w/25' aisle width 9' x 19' w/24' aisle width 12.5' x 19' w/24' aisle width Retail (160,809 sq.. II. ) ** 402 spaces Restaurant (8,000 sq. ft.) * ** 00 spaces 482 spaces 7 1KW /L A POND STA T/C W.S. _ /3.0± - LOADING SPACES PROVIDED: Target Parcel: Spieker Parcel: 353 standard stalls 4 barrier free stalls 101 (22X) compact stalls TOTAI. 459 stalls 216 standard stalls 5 barrier free stalls 78 (26X) compact stalls TOTAL 299 stalls TOTAL PROJECT COUNT: 4.5 stalls per 5 6 569 standard stalls 9 barrier free stalls 180 (24X) compact stalls TOTAL 75$ narking stalls 1,000 sq.ft. o4•gross leasable area * When height is over 20 feet, front yard shall. be 20 feet plus 1 foot for each foot of building over 20 feet. 2.5 stalls per 1,000 s.f. of gross floor area 1 stall per 100 s.f. of gross floor area ** * * * NEW 36' HIGH STEEL PIPE NDRAIL ON TOP AF GABION WALL AT EDGE OF PAVING SEE GRADING PLANS 8 88°15'33" E 482.33' 1.[ 15' . 68.00' 19' 39. 19' t`. 10 4 -F • S 01'03'25" 35'R WALK 440.67' -1.74' WIDE CONC. CURB x 6' HIGH CROSSWALK W!4' WIDE x 10' 1.Q%liz. YELLOW PAINT STRIPES @ 2'O.C. SPACING - RAISE PAVING 2" HIGH• 10' WIDTH SO CROSSWALK WILL ACT AS SPEED BUMP BLDG. A 31,600 sf 10' WIDE CONC. WALK t-: ` WIINTEGRAL CURB PER o 0 \ ARCH. PLANS (TYP.) • d ti N NATIVE BUFFER r,r: x ' �11t1►1i Ili �]I►[�:i7I W 8" WISE E LINW :0'D:R •T..IP: & 45' YEL 0 TR PES @ 3'0. SPACING • M'5.31' 0 N 88.15'33° W .45'_' ti W.C. RAM 15' PC 711.1.3' 35'R WCi ■ H RAMP x1.0' IDE (TYP.) CON CURB CR SSWALK W /4' WID x 38' LONG YE LOW PAINT ST IPES @ 2'O.C. SP' CING ,:. PO. j; (T .) BLDG" 9 19,300 sf HC1HC. ]✓ Li tig QIN R g s S M :� A 8.P• A0RI2^ E ' SI 1 Ra N HC 0 0 HC IL i:i � • E IS •' IGH AB ON 352.21' 1 r• W LL PROVIDE 39 PRECAST WHEELSTOPS (I PER STALL) FOR ALL PARKING SPACES ADJACENT TO HANDRAIL. w i r e ' 4.014ams, r0 15' HC HC HC t 1 R� 52.09' • Ib: t75 188.90' • : b 5' WIDE PAINT WA Y' %J_ A.C. PAVING ' PA`ALLEL. N 222.20' 71.1r-WIDE WHITE STRIPES , - W!45' WHITE STRIPES @ • IO�C.ISPI4CICf3. S :8. 5' 3" E I! II 1 h-11--I N 8815'33' W (TYP.) 88.90' 0 0 0 (14 253.33' r, Y D L 0" S RI"E 'N IV W Y CENT 'L NE 3'R(TYP.) N 88.15'33' W (TYP.) i_ N • to w 15' 1 w P INS 50 0 CET W IT PACIN 3'R N '8115'43 WI 15'R 244.51' 0 II) 0 a, . 6.4' CICICIClC CC 0. Jr 75.0' 2' • • 5. c C C C' . C C C I C C C C C C C C C C CIC CIC C C 219.13' C C C C C S 0I "44'27" W 37.10' \\ FUTURE BEVEL OPMf' N r AREA N 8815'33" W o o st co p 0) 41 11. 84.67' N 88'15'33 W u7 L 4o' 20' 313.04' TRUCK .DOCK AREA • • .. (BY TARGET) . • TRASH COMPACT R 0 0 rn • 33 5'R 46.04' 5'R 16.29' 20' 33' ■ CROSSWALK WL4' WIDE x 38' LONG _ YELLOW PAINT STRIPES @ 2'O.C. SPACING RAMP (BY TARGET) TELEPHONE CONNj TIOLJ ! LOCATION SITE LIGHTING la` • : CONNECTION LOCATION 1 15 CICICIC C C CC L FUTURE 5'R EXIS . RIM ro �_ ADJUSTED MON L EXIST. 4. 140' �l 40' 188.90' CC cc Cc -_.•,C Gip CCIC,C {C�C Icicicic C C C C .5'. WIDE INTEGRA ' .CUR$ .�t'•.t /aLK. ' FR M PROP. LINE TO BACK OF CURB C c C C C C 213.97' TAPMil' E .AP C C C C C c c c c c z 4 J a. S 8815'33' EXIST. 4.6' FROM PROP. UNE TO BACK-CIF-CURB 135' N ,..101140444444..4 ons EXIST. TRAFFIC SIGNAL (TYP.) ■A .r. b w. ."n OM •.. 4q. lb 4407p_ 1 FXS�,NG �/ 11 -BA 1 O • 111111111111 rn w w c C C C C C C C C C C tS' 11„ • V 15' I 15! •IC'' YEE N P cc (: c c c RKIN C C CC C C CC1 C INTEGRAL CURB & WALK PER TARG BLDG. PLANS EMERGENCY EXIT TARGET BLDG. 101,909 sf 1st fir. 10,000 sf whs°. 111,909 sf total EMERGENCY EXIT 284.73' 0 I M POWER CONNECTION LOCA ON GAS CONNECTION EC/CATION- EMERGENCY EMERGENCY EXIT 294.0G' N 88'15'33' W RGENCY EXIT 40' 1306.70' m ai ,• 1 o_ 1 w 0 9' 4' 5,. • (5' 15' CURB c_ 1 4 1 1 J HOTEL Afto 441 ea EMERGENC LOCATION W/ LOCKAB AT PROPE TO CITY. GUTTER 144 LF TYPE 'A' Ilu = P�Irii6_w�hG�L)u � WHITE GORE S B!EE EXIST. SIGNAL HANDHOLE TO REMAIN \ \• -- EXIST. ST. LT. N. EXIST. OLYMPIC PIPELINE CO. WARNING SIGN TO BE REMOVED BY O.P.C. EXISL ST. .L.T. -TO BE REMOVED EXIST. ST. LT -rO REMAIN EX/STING SO H ENTER MALL PARKING Strander 1 CON _ __ RACTOTc SHALL REMOVE EXIST. ST. LT. AT NEW DRIVEWAY. NEW LIGHTING WILL BE PROVIDED BY NEW TRA'FFIC SIGNAL 1 CURB & GUTTER EXIST. PARKING LOT LIGI--rr- Boulevard L PAINTED ISLAND MIME WHILE PAINT BORDER AND 45' WHITE STRIPES @ 3'O.C. SPACING NEW PYLON IDENTIFICATION \ SIGN, DESIGN BY aTHERg - FUTURE PROPERTY LINE - EXISTING PROPERTY LINE EXIST, SOU T HCG N' fER MALL PAR LEGAL DESCRIPTION s4. The Southwest quarter of the Northeast quarter of Section 26, Township 23 North, Range 4 East, W.M,, in King County Washington; EXCEPT the North 30 feet and the East 30 feet thereof conveyed to the City of Tukwila by deeds recorded under Auditor's File Nos. 574814 and 7402080363. EX1.L_ ST. LT TO REMAIN EXISL 01 PIP INE CO. W ARNING 5 GhWt Mil L___ I __ TO REMAIN-- LEGEND OISIIMPLA 1140110.40 c 18 r c --r-r BUILDING ENVELOPE CONCRETE HEAVY -DUTY PAVING PROPERTY LINE FUTURE PROPERTY LINE AFTER R!W DEDICATION COMPACT STALL. STALL COUNTY PYLON SIGN LOCATION GABION WALL 1\10T-E: If the micrefHmed document is less clear then this netice, it Is Cue to the Quality cf the oripinel document. UAW! ill 1n 12 HICLE ACCESS OVIDE POSTS EICHAIN BARRIER TM LINE W/ KEY EXIST. ncvA SUBMITTAL TO CITY OF TUKWILA to FRO WM Mb .01,4 Its* alb sied 1 1 EXIST BANK r‘tims •••■ ese ass as es* sus ass asi EX SETX. PWR. WM -EXIST. FIRE HYD. EXIST. TEL PQ, VA L TO REMAIN cilY AP :•' NIBAc SH L. RELOCATE OUTSIDE NEW DRIVEWAY 10d1:;v14::1Dijk -11 r MPG '■ At. G i lV SIGN FQR col\L 1 ddls 1 1 1 4.0 445 4104 co asi mem 0 0 co WO) tos 4•9 1319 4 CO Ffs2 ex CO via I% ELI Horizontal itt 4 SQU ` HCENTER 4 cc I Q. 5 C3 t7 Cbacke R.A. rn 9, r (D M 64 IC 'Fs j. imp g SIM atm. eg • 'v • z EXIST. SWR MH RIM = 1 ;77- I.E. = 9.52 (20 ") I.E. = 10.04 (8 "W) I.E. • 10.41 (8'E) CONNECT TO EXIST. SAN. SEAR STUB I.E. =10.41 SEE SPECIAL NOTE II II I II II II 11 nll 41 PLUUG END OF 6° trll SAN SEWER STUIr N11 FOR FUTURE 11 CONNECTION MARK 1, W/2" 4" STAKE FOR 31 E CA 21ONNL& DEPTH APPROX. 140 LF EX. S.S. STUB SOUTHCENTER PLA: WATER & SANITARY SEWE.R PLAN 2' WTR. METER NE `�/4 SECTION 2e, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. TUKWILA, WASHINGTON NOTE: NEW 10' WIDE CITY OF TUKWILA EASEMENTS WILL BE PROVIDED OVER ALL WATERMAINS AND SANITARY SEWER MAINS MANHOLE #1 RIM = 24.35 I.E. = 11.07 (61N) I.E. ti _10.81 (8'OUT) CLEANOUT RIM = 25.40 I,E. ■ 16.20 N 8815'33'N I -2' l 0 -OFF ASSY. 1 -8' PLUG (MJ) CONC. BLOCKING N 8_8'15'33" W SPECIAL NOTES: CONNECTION TO EXIST. SAN. SEWERS I. CONTRACTOR SHALL FIELD LOCATED END OF EXIST. 8" SAN. SEWER STUB (3 PLACES PER PLAN) & CONTACT ENGINEER TO SURVEY AS -BUILT ELEV. TO DETERMINE PRECISE PIPE SLOPE BETWEEN THE STUB & MANHOLE. THEN THE DESIGN WILL BE ADJUSTED SO THAT THE CONTINUATION OF THE PIPE SLOPE TO NEW MANHOLE WILL REMAIN THE SAME. AN ADDITIONAL MANHOLE MAY BE REQUIRED IF THE EXIST. SLOPE IS UNACCEPTABLE FOR OUR DEPTH REQUIREMENTS. FOR THE PURPOSE OF THIS DESIGN, WE HAVE ASSUMED AN EXISTING PIPE SLOPE OF 1.0 %. 2, CONTRACTOR SHALL PROVIDE OWNER W/ AS -BUILT SURVEY OF DOMESTIC WATER SERVICE LINES CLEARLY IDENTIFYING LINE PLACEMENT, METER LOCATIONS AND WATER METER NUMBERS. 3 88° 15'33" _ E 482,331 . _ GLEANOUT #4 RIM ■ 25.90 LE. ■ 22.50 S 01`44'27" W 37.10' 1 STUB OUT TO PROPERTY. LINE & PLUG FOR FUTURE CONNECTION I.E. o 20.86 15 LF +13' PVC @ 0.5 %1 MANHOLE #8 1 1{!M ■ 24.95 LE. = 20.78 (IN) 1 I.E. ■ 20.68 (OUT ) I 1 1 1 1 1 hII201. CO .11 011, VI.* EXIST. SWR Mr, IM I.E. = 20.15 can RESTROOM LOCATJQI!S FR ARCH. PLANS LOCATION PER ARCH. PLANS RIM 1 25.17 1 \ I.E. 20.85 (6 %) I.E. =20.68(8'0UT) -�- MANHOLE #7 RIM 24.32 I.E. = (9.80 (IN) I.E. = 19.70 (OUT) 1f ) O (f7 3Q..LF 6' PLC @ 5.5% FIELD LOCATE (W /CITY) & LIVE TAP tX(ST. 12' C.I. WATER & INSTALL= 1,-12'x8" TAPPING TEE (FL) I-8' GATE VALVE (FLxMJ) CONC. THRUST BLOCKING EXIST. FIRE HYD. TO BE RELOCA CONTRACTOR SHALL LOCATE 5' MIN. BEHIND NEW CURB & PROVIDE FITTINGS AS REQUIRED IN FIELD WICITY FIELD LOCATE (WICITY) & LIVE TAP EXIST. 12° C.I. WATER & INSTALL' I- 12'x8" TAPPING TEE (FL) 1••8' GATE VALVE (FLxMJ) CONC. THRUST E'LOCKING LIVE TA' EXIST. Iz' C.I. FOR WATER SERVICE & INSTALL' 2' WATER METER 2° WATER SERVICE TO BE LOCATED BETWEEN THE BACK OF EXIST. SIDEWALK & THE PROPERTY LINE f EXIST. SWR MH RIM = 24.89 I.E. ' 8.82 (24 ") _INSTALL' I -8° 90•BEND(MJ) CONC. BLOCKING 225.33' INSTALL' I -FIRE HYDRANT PERDETAIL, SHT. 6 6 CONC. BLOCKING Y. !2'SD 75 LF 8'D.I. CLEANOUT #2 RIM = 23.21 I.E. = 19.81 .CLEANOUT #5 RIM = 26.00 I.E. = 22.00 0 iro 10 LF a� LI- WIT.). PO`STI INd1Cj,T VA1LV (P,V) -- 340 LF8'D.I. 1F 1_11_1 TARGET BLDG. FF am-26.00 O -t I , EXIST. DCVA WIFDC 25 LF \8" PVC @ (41% EX1ST SWR M�1• i' RIM = 2 = LE. - I 08 87') I.E. = 18.98 (81 BLDG. B FF 33126.00 DB C I _� I C Al LI � oFS;�s- iT7t FLUSH WIPA� N T LI+ S�:JRFA E ` �� ..•• 1 -FIRE YDI2AhIT S PER OETAI ,, SH ,.C+ IN TAL M C�NC BF0 I<11G 1 I- A"'GAE VA V) (Lx J) NF RELHY'� ASSY. \� =s 24'SD CONC. BLOCKING_ _ _ -- 24'SD -PER DETAIL SRI -676 - _ = - _ _= _ CONC. BLOCKING SPRINKLER ROOM LOCATION PER ARCH. PLANS - DBL.CHECK VALVE -r ASSY. (DCVA) TO BE INSIDE BLDG. POST INDICATOR VALVE (PIV) & FIRE DEPT. CONNECTION �, (FOCI MOUNTED rt ON EXTERIOR to WALL !N�a'fALLI' I -FIRE HYDRANT IAS�Y PER DET S C6 6 CQNG. 1LRTr3F( I8'SD ( EXIST. FIRE HYD. INSTAL. 1-FIRE HYDRANT ASSY PER DETAIL SHT.C616 (1-8' - GATE VALVE (FLxMJ) CONC. BLOCKING, AL t INSTALL' '�... �..� I -8' TEE (MJxFL) I -8' GATE VALVE (FLxMJ) /10 LF 8'D.I. EXTENSION CONC. BLOCKING I Dili !I(Ili�i r � U I�IIIII o MANHOLE #2 RIM = 23.10 - L.E. = 13.3 (61N) I.E. = 13.14 (6" OUT) BLOC. C I - FF : 26.00 INSTALL' SPRINKLER ROOM LOCATION PER ARCH. PLANS - DBL. CHECK VALVE ASSY. (DCVA) TO BE INSIDE BUILDING. POST INDICATOR VALVE (PIV) & FIRE DEPT. CONNECTION (FDC) MOUNTED ON EXTERIOR WALL �\ MANHOLE #5 RIM = 24.50 EXIST. I.E. D 17.28 (8'IN) PWR. VAULT I.E. = 17.18 (8' OUT) �� TO REMAIN INSTALL, 1 -8' TEE (MJ) CONC. BLOCKING NHOLE #6 LE. M =i77770 I.E. = 1?-60� (OUT)... 1t CONTACTOR SHALL HAVE FIELD LOCATE SERVICE TOLOCATETHE.IJ /G.POWER L(s..i 1V NOTIFY THE ENGINEER IN-THE-EVENT THEM: IS A CONFLICT - W!NEW MANHOLE LOCATION. 1 1 1 -� 380 LF 8' D.I. 12' C.I. W 313LF9' PVC @0.509 6 L -'P C RIM = I.E. = 17.37 (81 EXIST.1 PWR. VAULT FIRE HYD. S 88 °15'33" E CONNECT TO EXISL. SAN. SEWER STUB =' 12.74 SEE SPECIAL NOTE EXIST. 12" SS 1306.70' APPROX. 15 LF 8 "PVC @ 1.09° --- APPROX. 15 L.F EXIST. SS STUB---- MANHOLE #4 RIM A 24.46 LE. = 18.95 (IN) I.E. = 18,85 (OUT) CONNECT TO EXIST. SAN. SEWER STUB I.E. = 17.03 SEE SPECIAL NOTE 2' WATER METER & SERVICE LINE 211\"- POSSIBLE U/G POWER OPEN CUT ROAD & INSTALL' 8 "0.1. WATER MAIN AS SHOWN. RESTORE STREET PER DETAIL,SHT.C6 /6 4131.11010.• P.0111. 6 10 30 25 f 8 °C.!. WTR ■,..,a s O 0 1 11_ -0 =. _... • s EXIST. SWR MH RIM = 24.71 I.E. = 9,89 (121 EXIST SWR MH RIM = 22.W I.E. = 12.34 (121 I.E. = 12.49 (8 "N) I.E. = 12.59 (8 "S) :TARGET : • BLIJIG. • • 3,45' L:, 8" PVC @ 0.50% EXIST. SEWER MANHOLE RIM = 24.39 • I.E. = 16.48 (12 ") LE.. -: 16.6 (8 "N) I.E. = 16.88 (8.' :S) . . CI EANOUT: #4 • .. ,._. 25.0 • LF.•. .10. 22.50 : MANHOLE . #31 RI-M •_• 25 • LE: =- 20.85 (61N) :1 ;E. .=:g0:68. (8" :CUT) NHOLE #5'. RIM 24.50, .. I.E. = 17.28 (IN) 17.18 (OLI T) 'PftQX I5 LF . • 8" PVC 0 '1.0% LAPPROX.• 15 LF EXIST.• SS STUB ASSUMED-1.0% SL Pf:- - stranaer PORT FIRE HYD. 1 1 Boulevard VEXIST. SWR MH RIM =2A= I.E. = 14.48 (12') PLAN SCALE= I' = 50' EXIST. SWR Ml- --- FIELD LOCATE (W /CITY) & 1111 RIM a 24.39 LIVE TAP EXIST. 12'C.I. I 1 I.E. = 16.48 (121 WATER TAPPING TEE (FL1 1 6 (8 "N) i $8 (8'S) I -8' GATE VALVE IFL =MJ' CONC. THRUST BLOCKING* ...: ......* n....::-,:.,-. ....:,,,n.:.:.................. i 'il CLEANOUT RIM. = 25.90 LE. = 22.00 MANHOLE #2_ RIM. = 23.10 (.E.• = 13.31 (61N) . I.E. 13.14 (8 "OUT) • € 313• (.:F 8" PVtr @' G�.501° • APPROX..40 LP 8" PVC 0 1.0% '1 1 f 11 1 ! 1,1 i t)1 �1 EXISL S WER MANHOLE RIM = 22.54. . I.E. .. =. 12.34 ((2 °) LE. = 12.49 (8 "N) LE. = 12.59 (8"S) • APPROX. 15 LP .EXIST, 5$ :STU6;(4 ASSUMED. 1,0% SLOPE • • - XI T. SEWER MANHOLE . RIM =22..77:..... . • I.E. .= 9.52 -(201 . . . . • I.E. • = 10.04 (8'W) • • • (8'E) : • : C E�►40UL.#2 - . RIM =23.21 I.E. • 7i 19.81 . . . MANtOLF, #I RIM ..4.5: I.E. * (1.07• (6•'IN). I.E. ' 10.81 (8'0UT) 4.00:(..F..E �...PVC...Cg...O:Sd°/6 J APPROX. :37: LF: EX($t.. SS STUB S1 A8-SUMED 1.0% •SLOP - 4f'E'ftOX.:40: LE 8" PVC :C 1..0 %n ___- .- •,-- __1__11__1 . 63 L.F. 8" t' LAA LE 4 RIM = . 24.46 - LE: =18.95 -(IN) • (.t: "="'Y)5 :83'•'tOVTY • • MAN!_IQL.•; A LE. v 17.28 (IN) =.17.18 • (QU11 • • c 0.5% MANHOL #6 . .RIM " 24.7.Q LE. a 17 :70 (IN) • LE..a 17.60 ;OUT) �f l;III�I�will INIII Hip till llljl�Ijl `Ijl`Ijlltji1ll!I!1II!I!j!Ilf 11111 {I I1Illll i1ill1l!IIiilIl Ijll{'I ill 11f I1f ICI ICI i;{If1! I1! I 0 14 i!1!. 2 /t 5 I , I I I I i - - -- - -- --- - _... _ -- CJ 7 8 NOT -: if the mic cfilmed cocument is less clear then this notice, it is Gue to the quality cr the cricinel c'ccument. O h, fie L <: 'i,: Sl tie £L e LZ gal 8L Ll _. __-. __J I UG j 9l SL fit El I. It QI. 6 8 L 9 c; +� E: � L wv. (.� 11 j'i1!I'i1!I'!�1! III! 1111i11!II!Il�l;lli�l!'��l!II(1 !II!IIIIIIII!!1IIIIIi! III! II !1I!I!IIIIIII11111!!1111!II?II III! 111!!!11!1 ?iliiilll ?1!1!11 ►1{IIIII{I!III +il I I �I 1 I ! I I , 1111 ,I 11!.11!!►! 1!H1!1!! .!1! !IIIIIIIIII111111111111111111 111111 !11111111�111i1111111111111 111!! 11111111111111 +111!{Iliiili{Ifll .. .�:. ; -.. .• :: ;:.ter._._ _ .. ,. •.., .., ...,�:. ,., _ OHL SCALE =:: [ ": _ :5.0:' IHORIZ. 1" = 5•' VERT:. yi' y r.r per -/ ! !I! !jl Ijl ijl`I,II111 Ij! Ih ngg- I 1 ( I i 11tH J1'n 11 M',DE III GFI1MAIJV 1 MANHQLE #7 • • RIM' 24.32 :: : GNQX. LE. • 19.70- (OUT) OT FOR I CONsT i l 11 I0 0 0 cti troth Z 414 lij Z ass OrC Jig 6o . w aloe �� erdt Lu Horizontal • 15 LF •6? 'PVC' LE, =.20.86 -i fl PiOG MAN1101.F_#_$.._ • R1).1. a ?4.95: € : : LE.. _• 20.78 .(1N) I.E.• m 20.68 •(QUT) 25 H ......._ :9 15 10 30 25 ........ _..� 1111 CC Drawn C.D.F. CO '-1 0 (0 sA A (0 ,& 0 u U < 0 d B • moo N tp• - cv • i.1 c4. som • g E. 14 SIESB SWAM 9 20....-- , •4 . 4 ,7 Csi (c31 vIc 12176e • INST PLA STO 30' w. • N i+3 C w O u) 0 0 z 4 LL NEW THERM TIC CRO SWALK BARS 2�G lO ,74' L74' F.F. BLDG. 'A' '' ■ /�), .F. ;S 26.11 Z 0G NEW CB WHEELCHAIR C■i BLDG.. 'BV RAMP J.7 F.F. 26.00 5 En. INTERSECTION DETAIL — SITE ENTRANCE AT ANDOVER PARK WEST 9 " 20' _- 30,1 RfW EXIST. POWER VAULT TO REMAIN BLDG. 'B' F.F. tag 26.00 TARGET BLDG. F.F. gst 26.00 INTERSECTION DETAIL — SITE ENTRANCE AT STRANDER BLVD. NEAR WEST PROPERTY LINE SCALE: i "e.2O' i ASPHALT PAVING lhiD sATEp BY SHADING 9 6 IN ZG EXIST. PETROLEUM PIPELINE SIGN WI BLOWOFT T BE RE- LOCATED BY OLYMPIC PIPE- LINE CO. WALK �. :ll tDlgATED BY DOT SHADING 1 EXIST. 30' RIW EXIST. 24.9' PAVING (PER SURVEY) NEW 5.9' NEW 9.1' R.O.W. PEDESTRIAN & DEDICATION UTILITIES ES'IAT. NEW 11' LANE REMOVE EXIST: CURB & GUTTER — EXIST. PAVING 12' SAWCUT EXIST. PAVING GRAVEL BASE CLASS 'B' MAY BE REQUIRED. DEPEND- ING ON SOIL •CONDITIONS EXIST. UNDERGROUND STREET LIGHTING WRING & CONDUIT -- (VERIFY DEPTH) n a 1L w 05' 3' COMPT. DEPTH CLASS 'B' ASPHALT I 17 m 73 0 •.D m 73 ✓ N 1z 1m 3.6' NEW 5' LANT ' WALK STRIP 4° THK. CEMENT CONC. WALK PROPOSED GRADE r- •••••••■■■••••••••••••••.... � e--STRUCTURAL FILL 6" COMPT. DEPTH CRUSHED ROCK �.k EXIST. GRADE EXIST. OLYMPIC PIPELJNE CO. T GAS MAIN (VERIFY DEPTH) EX. UNDERGROUND TELEPHONE (VERIFY DEPTH) STRANDER BLVD. ROAD SECTION (LOCKING EAST) SCALE: 1" •rJ6' r•,,' .< • ':t aUBLE 4" YELLOW CENTER ;STRIPES • 2 D 0 9 0 CC IL n 0 NEW 8 "WIDE WHITE PAINTE GORE STRIPE BLDG. 'C' F.P. =26;00 INSTALL THERMOPLASTIC TURN ARROWS PER W.S.D.O.T: STDS. (TYP.) , 35' RADIUS CURB RETURN & RIW DEDICATION N 88 °15'33" W PI IN:iA6 -ISI` Pip wi s'':+WIDE PAINT Bd 0EIii:& 45 °'W 1ITE` STRIPES, NEW 5.9' RIW DEDICATION LOCATED ON FACE OF CURB EXTEND EXIST. CROSSWALK & NECESSARY �,:p. �. t• r: EXIST. SIGNAL POLE, CONC. FDN. & JUNCTION BOX TO BE RELOCATED PER PLANS BY CHRIS BROWN & ASSOC. REMOVE EXIST. PETROLEUM (W/ OLYMPIC PIPELINE CO.) 140 0 1n fl INTERSECTION DETAIL AT ANDOVER PARK WEST and STRANDER BOULEVARD 1 "•.20' iy50} <T7i +�i16 fry • -r:p ,�,�I � _ I [ J �: .Iifast>75�.1�lzd#.%.� : > . � .. !r � j S .. -l.': �1.. -.ri .: �.Iti Z.. .✓' t .+ "•'•. .. /. /+ J l J -V ~ Y 1 ' 111111IIII 1111!llj 11111111111111111111111111111111111I11111111 11111111111111111 111111111111111111111111111111111111111111111111I111111111 111111 . 4 ._ 5 -- ....._. ...6 - 7 ..... ..... 8 ........ 9 >.... _ . _ U16 NV. INC •• ? e it(,: L< 9, 11111 111111! 1'11111,1hUIIIIIIIIIlili11ik" e INSTALL. NEW 1.0' WIDE THERMOPLASTIC CROSSWALK BARS AS SHOWN _.-_INSTALL NEW 2.0' WIDE THERMOPLASTIC STOP E3ARS AS SHOWN ati •0 Isaa NOTE: REFER TO PLANS BY CHRIS BROWN 8, ASSOC. FOR DESIGN OF TRAFFIC SIGNAL AT THIS INTERSECTION. EXIS I . CURB LOCATION ON SOUTHCENTER MALL PROPERTY PER SURVEY BY BARGHAUSEN CONSULTING ENGINEERS. INC. il 'Fog Gol4sTRIj° INTERSECTION DETAIL — SITE .ENTRANCE AT STRANDER BOULEVARD 1" 7A 20' i sy III II IIIIIII1. 1 1Il1 III III.L,!`�Li,L111Ii1,1). 11) 11 /Miff N NlifF,JApir 12 �� NOTE: If the rnicrcfilmed document is Tess clear than this ( notice, it is c:ue to the quality or the cri'inel c'ocumQnt. Jj SC fie £e rr lC OG EA. 9i /.1. 9l Sl ail C! ...Z1 t`_ fi__ i3 L 9 c; 9 £ G 1 ww { I j 111 II!' h�l111111111:1 11!► IIIII11! 1. II! 111111i►11 :II11llll1111111111!1 llil llllll111 III! 11111111111111!111111111'.I,II. III, I! ll! 1! llliIl! II! IIIIIIli 1111!III11111111I!!hll,!•III !III II�IIi�l�illl i111111l �1111111111111II !11 !!ii 1 III! II I I 1 ' VIII 11111 �IIII via • I sv" *• Da o cle c Eg2 ranal e 0 selati a essm 0 SOUTHCENTER PLAZA to co gola ia • 11.� < 0 win 4 >B LO CO L w - Horizontal 0 z z sums a.>A o�► 6 VI 6 In ma, 41i MO ce) 0C i min Uj f; gad es Ely W at ri 4,4 C i vame 5E t g5 assio/lia 0- too 0 1 w that C 66 PI a 0 '.12 c co �Jr yK 4..A� ... r:ri= rcr..%: %%Jj✓',tE_Yi x+541 /.- 'iE.:`'..: •12,760 STOR sji 1NAijE ORINIE,RAL NYOTGS: 1: All work and materials shalt he in accordance with the "Stand:ud Specifications for Road, Bridge, and Municipal Construction,' Washington State Department of Transportation :utd American Public Works Association, Washington State Chapter, !WS edition. Together with the tal.t ,edition of the City 01 Tukwila Engineering Standards. 2. An approved copy of these plans must be on site whenever construction is in progress. 3. It shall be the sole rc ponsibility of the contractor to obtain street use and any other related permits prior be any construction activity in City right -of -way. 4. Prior to any construction activity „the City of 1itkvvila Engineering Department (433 -1850) must be contacted for a reconstruction meeting. 5. All locations of existing utilities shown hereon have been established by field survey or obtained recta ;n. t JAC ft-cords and should therefore be considered approximate only and not necessarily oomnl¢'t ill is the sole responsibility of the contractor to independently verify the accuracy of all utility locations shown, and to further discover and avoid any other utilities not shown - hereon wh!.h meek affected by the implementation of this plan. The contractor shall contact the tali/hies underground location service (1.800. 424 -5555) prior to construction. The owner or his representative shall be immediately contacted if a utility conflict exists. 6. Catch Basin - `IVpc I - per WSDO1 ?A WA Standard Plan 13-1 or dissociated Sand and Gravel CB -15, Gr equal. x 7. Catch Basin -'type 11 - per WSDOT /APWA Standard Plan B -lc (48* I.D. or 54' I.E. as designated) or Associated Sand and Gravel CB -19, or equal. ' 8. Unit covers ydesignated arc WSDOT /APWA Standard, (per Standard Plan 13-12). 9. Alt Type 11 catch basins shall have ladders or safety steps per 1VSDOT /APWA Standard Pian 10. All catch basin frames and grata shall be ductile iron per WSDO•r /APWA Standard Plan 13-2a. 11. All catch basin grates shall be depressed 0.10 feet below pavement/curb lewd. 12. All oil/water Separator C13 grates shall be of the round solid locking type. 13. All storm drainage conveyance pipe shall be one of the following as designated: a. Helical corrugated aluminum (or asphalt - treated steel), minimum !rr gauge or 'recut as shown 2 -2/3' x 1/2' corrugation, with watertight connecting (bands. b Concrete, per AS.T.M. C -14, Class 11, nonrcinfarced bell and spigot (with bell flush • with C.I3, wall of used), with rubber gaskets. t:. P.V.C. conforming to A.S.T.M. D -3034 - SDR 35. d Piper ntay be any of the above Provided: t 1) 'Pipe joints must , oTthcsa me materials, and d 2) \Vhcrc a pipe material is specifically shown on the plan, that material must he used. e. Minimum pipe cover shall be 2.0 feet. Smooth wail f- pin! rib aluminum (or asphalt-treated steel) pipe, ter gauge, w/3.1' x 3/4" ribs at 7 1/2' o.c. ADS type N -12 high - density polyethylene corrugated pipe with an' integrally formed smooth interior to the requirements of A.A.S.H.T.O. M -294. 14. All pipe bedding shall cohforii to WSDOT /AP \VA Section 9- 30.7(1)13 for aluminum and P.V.C. pipe, and Section 9- 30.7(1)A for concrete pipe. All trench bacl:fill shall be compacted to 92% minimum dry density per A.S.T.M. D.1557.70. 15. 411 pipe 'shat) be laid on a properly prepared foundation according to Washington State ,Specification 7-02.341). This shall include necessary leveling of the trends bottom or the top of the foundation material as well as placement ant :compaction of required bedding material to uniform grade st';'tttnt entire length of the pipe'•yvil be supported on uniformly dente unyielding base. ::< 0ti native material in the bottom of the trench meets the.roqulroncnts for 'Gravel Ba_kfill fprPipe Bedding` the (itst left of 'pipe bedding may bc omitted, provided the material in the. bottom the trench is loosened, regraded, a compacted to form a dense unyielding base. g• 16. All building roof drain downspouts and footing drains sha11 be directly connected to the train utorm drainage conveyance system through an underground `pipe system. Roof drains and fno1ing!drains shall be separate systems and shall be constructed of 6' (or 8' diameter whctc shcrwri }P.V.C. (rigid, nonperforatcd for roof drains, perforated for footing drains.) Sufficient cicanouts and bends shall be installed so that the system can he easily maintained. The system shown hereon is schematic only. The drainage /grading contractor or landscaper may alter the layout as required to better drain the site. The contractor shall keep a dimensioned record of the location of all pipes and eteanouts and submit same to the City, Engineer, and owner upon coritpletion of the work. 17. All roof and footing drains shall be located in the licld and adjusted as necessary w avoid intpacting.11 c existing trees denoted on the grading plan to tie vaned. Drain Tines should hr Located outside the driplinc of trees to he saved wherever pusihlc. IS. The storm drainage system shall be constructed according to the approved plans which arc on file in the Engineering Department. Any deviation from the approved plans will require writcn approval frpm the proper agency. 19. Structures #hall not bc permitted within 10 feet of the spring line of any storm drain pipe. 2t•. Construction of devvatering (groundwater) system, if required, shall he in accordance with the A.P.W.A. Standard Specifications, Section r11 -3.U2, 1981 edition. 21. Prior to occupancy, the permanent storm drainage system must he cleaned out by pumping. (Do col pump ar dislrnse into any other stream, storm sewer, it sanitary sewer system.) 22. Rip Yap sock for erosion protection shall be of sound quarry rock placed to a minimum depth of one (1) ((Krt. Rock aggregate to be as follows: i/2 " -2'- )0° %•407 2• - 4' • 20% - 4O% 4'- 8'- 40% -'70% e 23. Testing of all storm sewer pipe will be at the option of the City of Tukwila. 24. When plain aluminum pipe or pipe arch Is used where it will he in contact with coecretc or concrete pipe, all aluminum surfaces m contact with the concrete or concrete pipe shall be paintex1 with two coats of paint. The aluminum pipe to be painted shall he cleaned with solvent to rembvc contaminants. After cleaning, the pipe shall be painted with two coats of paint conforming to Federal Specification TIT -P -645 (Primer, Paint, Zinc Chromate, Alkyd Weigel(.) '+taealAS;' a Fieees-N -a -6wv GRADINQ CCNER•4►o•!`:OT S: I. All work and materials shall he in accordance with Ills 'Standard Specifications for Road, Bridge, and Municipal Consttuctiun; Washington StateaDeparupeni'of Transportation and American Public Works Association, Washington State Chapter, 1988 edition. Together with the latest edition of the City of Tukwila Engineering Standards. "• 2. An approved copy of these plans must he on site whenever construction is in progress. 3. it shall be the sole responsibility of the contractor to obtain street use and tiny other related permits prior rto any construction activity in City right -of -way. 4. Prior to any construction' activity, the City of Tukwila Engineering Dcpattmcnt (433.1850) must be contacted for n reconstruction meeting. 5. MI locations of existing utilities shown hereon have been established by field survey or obtained from available records and should thccefoic he considered approximate only and not necessarily complete. It is the sole responsibility of the contractor to independently verify the accuracy of all utility locations shown, and to further discover and avoid any other utilities not s(hutyn hereon which may affected by the implementation of this plan. The contractor shall con ;ncf the utilities underground location service (1.801- 424 -5555) prior to construction. The owner or his representative shall be immediately contacted if a utility conflict exists. 6. The temporary erosion,sedimentation control facilities shall be constructed prior to any grading or extensive land clearing in accordance with the approved Temporary Erosion/Sedimentation Control plans. These facilities must be satisfactorily maintained until construction and landscaping is completed and the potential for on -site erosion has passed. 7. All earthwork under paving to be uscu by vehicular traffic shall he compacted to minimum 95% dry optimum density per,A.S.T.M. 0- 1557 -70 (modified Proc:cor). 8. Unless otherwise noted, all elevations shown in paved areas on the plans are top of paving. 9. Immediately following finish grading, any disturbed areas not specified for permanent landscaping shall be seeded and stabilized with permanent vegetation, consisting of rapid, persistent. and legume grasses (minimum 80# per acre). This is to include: 20% annul. perennial, or hybrid rye grass 40% creeping red fcscua 40% white clover 10. 'the site work improvements shall be constructed according lo4e upp:osed plans which arc on file in the Engineering Department. Any deviation from the approved plans will require approval from the proper agency. 11. The contractor shall keep parking lots and street clean at all times by sweeping. Washing of any tra'cIed surface will not be allowed. 12. All parking and driveway arras to have positive drainage in collection /conveyance syst•:n1s Or overland sheet drain areas at one percent minimum slope; plan details shalt nut supersede this requirement. 13. Open-cut road crossings f c. t roadways ' l' t v trcn ch c s nn existing traveled shall c c filled in accordance with City of Tukwila, VSD0f /APVA Standard d Plan B I I, a and mechanically compacted. Cuts into the existing asphalt shall be neat -line cut with saw in a continuous line. A temlxrar)• cold mix patch olds) he placed intmediately after backfill and compaction. A permanent hot mix patch shall he placed within 30 days and shall he the Ihickncss of the original asphalt or three (3) inches, whichever is greater. 14. Extruded cement concrete curbs around asphalt edges shall he constructed per detail. i -0" MIN. FREEBOAR 0' -6"' MAX. WATER- , DEPTH EXISTING GRADE 100% PERENNIAL RYE SOD ♦ i •lam _ .S �=J!�• ,,M� oil PER PLAN SECTION B -B TYPICAL GRASS LlNEP SWALE SCALE I "= 14011 VOR a,..,. ,a3i ..r -a,d -d ....•!- ..%a;,d.r al:.r. �.a.:! Ir9i -.n' .w.eaia....;ia:e ,w TYPICAL SECTION t'eATTrn STAPLE 8 - SLINI∎ 1"R 4 v ct u 3M" JOINT eertelet, /////e/e///// / aortae d aaTTEm sr •1# , .ez i il% JOINT DETAILS GENERAL NOTES 1. Steel tie bars such as shown on standard drawing for cement concrete curb type "A ", shall be used only where shown in the special provisions. Where called for, tie bats shall be incidental to cost of cement concrete curb And gutter. 2. Forms- shall be true to line and grade and securely staked. 3. The 1" radius on upper face of curb may be formed by edger or built into face form. 1" radium on lower face of curb Will be formed by the face torte. 4. Thru joints shall be placed at 10' min. to 15' max. intervals. and at points of tangent, driveway returns, and 'each aide of curb inlets and curb manholes. 5. All joints shall be clean, and in the gutter section they shall be edged. All costs shall be incidental to cost oe the contract. 6. Dummy joints are not required. 7. Forms shall be steel. 8. Material shall meet requirements of the specifications. 9. Concrete shall be cement concrete class 5(1/2) or 5(3/4). 10. Procedures for further requirements for forms, form setting, placing, finishing and curing shall be as outlined in the Standard Specifications. 1.3/8 I CEMENT CONC. CURB & GUTTER TYPE "A" l! NTS ,o' ,,,,..,_,....___,_,,._. .„ • ��`@ DEPTH OF 1I r •QGN INT i ON T Epoxy Resin Type II NOTES FOR EXTRUDED REINFORCED CONC. CURB' I.' ADHERE CURB TO SURFACE WITH AN APPROVED ADHESIVE iN ACCORDANCE WITH STANDARD SPECIFICATIONS. 2. IN ALL STRAIGHT SECTIONS A #4 DEFORMED BAR iS CAST LONGITUDINALLY IN PLACE. BEND BAR TO FIT IN CURVER SECTIONS. 3. CONC. SHALL BE IN ACCORDANCE WITH CITY SUPPLEMENT STD. SPECIFICATIONS. 4. CURBS PLACED ON A RADIUS SHALL BE JOINTED AT THE BEGINNING & END OF CURVES. CURB DEFLECTIONS SHALL BE BOLSTERED WITH CONC. AS DIRECTED BY THE ENGINEER. 5. PROVIDE 111210 WEEP HOLES 0 3 FOOT ON CENTER SPACING. EXTRUDED REINFORCED CONCRETE CURB NTS 3 "MIN. COMPACTED DEPTH CL.'B' ASPHALT CONC. PAVEMENT,.$ 6' MIN COMPACTED DEPTH CRUSHED SURFACING (5/9" MINUS ).. 6" CL. 8 BANY,RUN GRAVEL MAY BE REQUIRED 8y' THE SOILS . ENGINEER DEPENDING UPON SOIL CONDITIONS. • HEAYEV DUTY (TRUCK) ASPHALT PAVING SECTION (SEE SHT. C -1 FOR LOCATION) • .ra ,(fir "t.�'•'+ :i. :.,-• _. n,.�,.� .,, _ ( :tie .1� x'4141 :`sit i�1*!` ! 1111.!i -7.1/M E ISTI G 8r• PROPOSED GRADE ttir ) _ WOODEN PEGS PROPOSED GRASS-LINED SWALE TO BE LINED WITH 100% PERENNIAL RYE SOD. MIN. 1O• LENGTH SOD STRIPS TO BE { LAIN PERPENDICULAR TO SWALE WITH MIDPOINT OF STRIP COINCIDING WITH MIDPOINT OF SWALE BOTTOM. ENDS OF SOD STRIPS TO BE SECURED To SWALE SIDES WITH WOODEN PEGS. Naar 2" MIN. COMPACTED DEPTH CL.'8' ASPHALT CONC PAVEMENT. -6" MIN COMPACTED DEPTH CRUSHED SURFACING (5/s" MINUS). 6" CL B Br3NKRUN GRAVEL MAT BE REOUIRE() BY THE SOIL$ ENGINEER DEPENDING UPON SOIL CONDITIONS. TANDARD (CAR) ASPHALT PAVING SECTION (SEE SHT. C -1 FOR-LOCATION) TYPICAL PAVING DETAILS CAST IRON RING AND COVER SET FLUSH • WITH FINISHED GRAOF •---- ROOF DRAW PIPE TO :,TGRM SYSTEM NTS 4 BUILDING CLEANOUT-TO SURFACE SAME 0 AS DRAIN PIPE CONTINUED PER BUILDING PLANS T El1.PORARY CAP 45• WYE AND 45' ELBOW SAME DIAMETER AS DRAIN PIPE ORM CLEANOUT DETAIL, AA yy ,.,. ;4Fr {/Fr./Jr�a ✓..r>!1/ -: 4Yj-.. �viw.... / ... -;+.`„ dr:+.4>r'..L� ai.�^ �...+r4a!ic :i....cim.s..Mw.avi 1.+.["�[..iY..v.O.. i.'...! r. ::.r }NY.✓.+w: .F...r .. �.4i'✓...0. %.i.....r - Ju.�il.W+rr, :l+tr •i.5 B 31.0' DRIVE EL ■ 26.00 PRECAST CON W1'IEELS1 OP A.3PHALTVARIES -4° CRUSHED ROCK PER PAVING SECTION .0`/.MIN. 6' 61 -STEEL PIPE .€1ANDRAI1. VARIES _0 io CEMENT CONC. STRUCTURAL DESIGN OF REINFORCING BARS BY OTHERS STRUCTURAL FILLS EXISTING 6' HIGH GABION WALL 8' -0' MAX. 3•. VARIABLE AS r-9. 0 w U w a- -- - to 11,11/ . 1t 1j= ri 111 F. %N-` 0,- I /!111 /l! °111.- l= ;' /.'s / 5 / = / = /1- /Nc /try NOTES F•: • t,a.:at. L GALVANIZ STEEL OR ALUMINU 2. Ma T •• 0.D. ROUND OR OVAL PIPE. 3. a... DED, WITH SMOOTH SURFACE AND JO POSTS SET IN MIN. 4' CONCCRETE, CONC. s ♦r 25' SETBACK LINE `-- -- EXISTING TOP OF WALL ■ 25.5 GABION WALL WITH STEEL PIPE HANDRAIL PLANTING NTS OUM"nMY Jottsre. SI OEWALK 1 NOTE SET TO GtjDt; AND CroNSI K.T ROAD AND e UTTER. TO 13E I;LU5H N1 taro FRAME. FRAME AND ADD I: OR STEPS OFFSET. z P N OVERFLOW ELEVATION TO PROVIDE_ DETENTION AND OIL SEPARATION to< . ,• ,. _ -- II PIPE 096 OR BOLTED OR IMBEDDED 2" IN WALL AT MAXIMUM 3' SPACING. MINIMUM ONE SUPPORT. CB #1 OVERFLOW "19.50 CB #I8 OVERFLOW " 20.50 INVERT ELEV. CB' #i EL. r t i.63 (301 C8 #I8 EL. *17.68 (l8') I' -0' OUTL• ET PIPE. .RESTRIS�S?l3, PLATE ,-�'� CO.' *1 OPEN C8 #18 OPEN r d 111; SECTION A -A • z O iV "w ROUNDS LID COVER MARKS RAiN' WITH LOCKING BOLTS. CB #I RIM - g2.00 .0 CB #t RIM 2.00 STANDARD CALVAi ED STEEL LADDER/STEPS- CLEANOUT GATE' SHF7CR GATE INLET PIPE leer SUBMITTAL TO CITY OF TUKWILA 0 d L1. 0 03 • ' 171;5 M 4r RI O NOTES' I. PIP E SIZES & SLOPES, SE E PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS. 3. METAL PARTS' A. CORROSION RESISTANT OR GAL- VANIZED OR ALUMINIZED TYPE i1. B. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1. 4. FRAME 8 LADDER OR STEPS OFF- SET SO' A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. ELEV.'r - CB #1' EL. 15.63 (301 CB #18 EL. ■ 17.68 (I8') .C8 #1 & .CB #16 TYPE 11-72" w /Ca WATER SEPARATC3f %is" X?" POMMY JQINTS i; \•`l\V? t\� VON J4v�. SECT ION ES- B sTHROU H -CURB INLET FRAME & GRATE WITH EVERT. CURB INSTALLATION- NTS -• '-� v,../ R -,; : ". f :. JO. yr dam, }S w1 a > �• 1 , I 1 + (+ i + I I + ( 1 I 1 + 1 + I ; I II 111I ► I�+ II�IjI,+ 11�1 ( I' I�+ �I+ I.i�DNI 9;iI t 'R�iA 'J . :t� �.y-la l►�����I�Il +-.j.Y l �..�, -. l +�I�r:+ .:.. + l�ii + 1+ 1: + }1� + 1.!.1 . ' 11 1. 1 .,r11 1.d 1 1 1 - .t1 +; +l ^+ f 1 +1111.1• 11 1 111III111 1 1� s 11111 J! Y f n •/ q S.B �•. { -. f O 2 l 1 % 9 - _ NOT':: If the microfilmed document is Less clear then this notice, it is due to the a,ualityor the oripInel c'ocument. tic. e,, Iic L�: y,. 5z (re ce ZZ 1G i VI i?t Ll _ ._ __ ! I (�.�, II II 9l GI hl £l Cl It O1, 6 8 G 9 <_; +/ t: i; l Yew 1111!91i11 1111Ililll1Thili1i1111I11'I� hilii11,11i11l1!n11111 11111111111111111 11111111111111111111111111111 11111111il lllll1111i111111111 ,1111111+IIIII11161111111111111 ' 1 Ii 11I ' I I ill) II lII ...,.;.n IIIIIiIILIILII(1111111 111{, II11 1I, IIiI 1.. nIIII11��11�, I��I, �,! I1111111111111II! iIIIIIIIIIIf1llllli !illlfilll!1111 • i IIII 111111I; 11 -iii1lii1■+l1i(�'1l1 �` +11I1111 1O 11 rdaor n r.r" art � 2 NTS 181 SD 7 PLAN VIES`` -,� CB #18 TYPE -II 72' 1' =2' f` PLAN VIEW CB #1 TYPE U-72 =2' COI\ISTRU CO tr 1 167' 1 ■ 1 z c QA Dal E 1.41 III 4 cia CO cid 2, 0 oc;®Elate► •0 ibr SOUTKCENTER PLAZA L 0 0 • z uti 0 w�e 4 h#�r� / 4 03 � see '� Yrsd w m co Fawn Evi atm ewmw QI as= oz) � =v. 44.22 fa 0 ',I ILO 3z t .. ..., . ..,_,.._ � . -: �. _.. . , � ^ __.... .,..,. _.r,. ..,_. _ ,r- rc".,r - �.i�!- s:. :f. �- �'s:• ;' � :^'�i:�'� >�'tis� -Li �'t''- &�'7s'k:.+`?s -r-' -' te 4 . • -,-..•,"-.. 121M 1. WATER NOTES AND DETAILS, OWslERAL NOTES: Al! work and materials shall be in accordatv.3 with the "Standard Specifications fur Road, Bridge, and Municipal Construction.' Washington State Department of Transportation and American Public Works Association,..Washitigton State Chapter, 1988 edition. Together with the latest edition of the City of Tukwriplingificering Standards. 2. An aPPrUvc4.1 copy of these plaits mos" be on site whenever construction is In -progross. It 011111.1)e the sok: responsibility of the contractor 10 obtain street use and any other related penults prior to any cr..,Itstruction activity in City right-ohway. 4. • Prior to any construction activity, the City of Tukwila Engineering Department 013-18501 must be s:ontacted for'a preconstruction 'fleeting. 5- All locations of cxisting utilities shown hereon have been established by Field survey or obtained from available records and should therefore he considered approximate only and not necessarily,. compicto. 11 is the sole responsibility of the contractor to independently verify the accuracy M..' all utility locations shown, and to further discover and avoid any other utilities no shown hereon which may be affected by the implementation Of this plan. Thecontractor shall contact the Wilitics undergrotind location service (1-800.424-5555) prior to construction. "nArowner or his representative shall{be immediately contacted if a utility 4:01111k( exists. 6. The water main distribution system shall be consttucted according to the approved pins which are on file in the City of Tukwila Enginccring Department. Any deviation from the approved plans will rcquirc written approval from the proper agency. Connections to existing facilities shall be sealed off until construction is completed. No connections 4111 he allowed until the new water mains have passed all presSbre and purity tests. Water Main Pipe, Bedding, and Trench Compaction: A. AU v.liter main pipe to be cement lined, Class 52 ductile iron, conforming to A.N.S.I Specifications A-21.51 (A.W.W.A. C151-76), or latest revision. Cement mortar lining and seal coating shall conform to A.N.S.I. A-21.4-74 (A.W.W.A C104-74), or latest revision. 3. 8. '3. Pipe, joints to he pushed-on, mechanical or linage joints. C. All water main pipe fittings to be ceinent lined, Class 250 cast iron. conforming to .A.N.S.I. A-21.1(1 and A-021.11-77, or latest revision. All water main pipe bedding to be A.P.W.A Class F. All water main cement cor.rete thrust blocks to conform to standard details shown on the plans. F. All water main trench haekfill shall be compacted to minimum 92% dry optimum density per! A.S.T.M. D-1557-70 (nmdified Proctor) prior to testing water mains for acceptance. 9. .All water main pipe 10' and smaller w maintain a minimum cover at 36 inches beim finished grade. Where utility conflicts occur, water mains are to he lowered to clear. .0P• IC. All water main shall be pressure tested and disinfected in zit:coolant:L.' with the specifications of the Washington State Ilealth Department and City of Tukwila Standards. All inspection anti pressure testing shall be dune in the presence of, and under the supervision of, the city Engineer and/or his representative. 11. Contractor to provide-plugs and/or temporary hlow-off assemblies for testing and purity acceptance prior to final tie in. 12. Fire Hydrants: A. Ail fire hydrants shall conform to the City of Tukwila Standard Plan Nos. W-3, W-4, W-5, and W-6. B. All lire hydrant ports shall face perpendicular to curb and toward driveway as shown on the plans. Domestic Water Servics: All domestic water service lines to be type "K" copper, standard galvanized, steel pipe, or PVC pipe. Service connections shall be in accordance with City of Tukwila Standard Plan No. 202 or No. 203 (double straps and corporation stops). B. Meier boxes to be installed by the contractor. C. Meters to be installed by the City of Tukwila. 14. Buildings not bc permitted within 10.fect of the spring line of any water main. 15. All wate: mains not in public right-of-way require 10 foot wide easements to the City of Tukwila. 16. All fittings shall he 1:1151 iron or ductile, with flanged or mechanical joint connection, and be the same thickness class as the pipe used. 17. Live taps to be coordinates with City at ;east 48 hours prior to construction. IS. . All pipe fittings to he listed and labeled U.S. for fire service; installed. tested and flushed as • specified by NEPA Standards No. 13 and No. 2-1. Properly completed contractor's material and test i!ertilleates arc to be prinitted to Washington Surveying and Rating Bureau and the City of Tukwila. •-• ,3" MN. CLASS "B'• ASPHALT PATCH OR MATCH EXISTING-- -EXISTING SURFACE tBACKFILL WITH CRUSHE9 SURFACING PLACED IN le LIFTS AND COMPACT TO. 95% PROCTOR ----- SAWCUT JOINT FREE FROM IRREGULARITIES AND APPLY ASPHALT TAR SEALER WATER PIPE PAVEMENT REPAIR SECTION NTS FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF "RUSTOLEW" im-litTLEIT4419L,O0:*Nr.mrs TO BE MUELLER MA-24015 OR HYDRANTS TO CONFORM TO A.W.W.A. SPECIFICATIONS C 502-54; SHALL BE COMPRESSION-TYPE AND SHALL HAVE 2-PIECE BREAK- ING FLANGE WITH BREAKING Tilt BLE AT THE GROUND LINE OF STEM. HYDRANTS SHALL CONFORM TO CITY ORDINANCE 0729. PUMPER TO FACE STREET OR AS OIRECTED BY FIRE DEPARTMENT. HYDRANT •sHALL HAvE A SELF-OILING DRY aoNAEr WITH FACTORY FILLED RESERVOIR, HOLDING APPROX. 18" 8 OUNCES OF OIL. OIL RESERVOIR SHALL HAVE NOT LESS rHAN TWO "0" RING SEALS. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. ?ROVIBE THRUST BLOCK-- ---t Bury Hydrant x-:1`3Z4) \. ..-......,:..'21!!!!!!.i7A-, - . .4. MAX IMU4 10' C 9., O MINIMUA 3' ANO T z ,... CO rn V, YD. COURSE GRAVEL OR CRUSHE ROCK (3" to ;it") A. HYDRANTS SHALL BE EQUIPPED wrni TWO 211" N.S.T. HOSE PORTS AND ONE I4," N.S.T. PUMPER DISCHARGE PORT AND SHALL HAVE A 111" PENTAGON OPEN-LIFT OPERATING NuT. HyoRmrs SHALL HAVE A 6" H.J. BOTTOM CONNECTION .e.NO 51/4" MAIN VALVE OPENING; Stitti.1,,,BE DESIGNED FOR A 42" BURY AND SHALL HAVE 18" ABOVE GRADE LEVEL TO PUm- PEWADISO-tARGE PORT. B. TO BE U.L. APPROVED AND HAVE A 2" OPERATING NUT. C. 18" TOP SECTION CAST IRON VALVE BOX WITH SLIDING EXTENSION (RIO-1 W/TABS). D. 1 - CAST !RC", TEE •- M. J . X M.J. X F. L. F. 2-3/4" ..&)ATEr) STEEL SHACKLE RODS. G. It CY - 1:3:6: CONC. MIX POW. IN PLACE TO BLOCK MAINTAIN CLEARANCE FOR BOLTS. H. HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN AND REOUIREMENTS OF TUKWILA muNICIPAL CODE 14.24 AND CITY ORDINANCE $1729. FIRE HYDRANT ASSEMBLY (CITY OF TUKWILA STD. DETAIL # W -3) NTS Concrete Thrust Block Provide 0 ring seal Per T.H.C. HYDRANT PORT FACE TOWARD BLDG. OR FIRE LANE -ILELFAVING AND DRIVEWAY NOTE: FOR TAPS ON CEMENT LINED. ASBESTOS.C(MENT, ':AST IRON OR SIZE ON SIZE P TO AND INCLUDING 12" 1.0. 2. ASSEMBLY TO aE PRB•TESTED. : ••• / 'FIRE.HYDRANT PLACEMENT DETAIL .WATERMAIN TAPPING TEE (CITY OF TUKWILA STD. DETAIL # W - 7) NTS DOUSE ILOCEIMG (ITT WATER HAM VAT( //1.Y& 41U I FL) - 3/4 SHACKLE RODS (COATED) V1-1,AT OA SEAT PIJE SELL 'V s, ADAPTER Ivl PO; GAIL YALTI (Ft rL) 0 5 PEAKED 4X111111 04(CE VALVE 0.3.43 unarm MO STATE ----- CROSS40:01E01014 REGULATIONS. stCG CNECIL TALE( IS AEDUIRMIlf OFTECTO4 TALIT LIES LENIN 1100' 01 111 ALM/AVIV WATER SCAT ( I.e. °ONO, RIV(R„ ROE tuvi tn. I FL/ -- POST 11001L0TOP, VLSI TES (IL 1 Pt) AWARE Itt r 14J) ' 114• SWELL %VS IMAM) SOUS: 11 PIPE AND FITTING SITES SUES VAR' WIWI/MTH:SAL FLOW %tows putt 11 OETERAIIRED lv '4 riot DtPl. PI! LOCATION 10 et CEITS10( OF ,gIELitt (ASEKAAT 014 PlIvAlt PrOPERTi. 11 It ckimAgt sou. SE PROVIDED fOR *COEVAL( MOUND ALL FITTINGS v0 111110E Of TAAT. 4) CONCRETE VOJLT SHALL HAVi. A 48" 0 4.3 . STEEL HATCH •t.1-1.011 IVO 3' x 3' STEEL 14 NIKE° Woks (PIPE 19C. ,E25. 76633. or (QUAL) 0A11 It y8( '. FLANGED Oita ut.rt 4• PIPE VP VIM AT LEAST no FO CONNECTIONS 3.4 FEET MOVE VIADE FAMTE0 SMITE MI. 10IL014 1110 StielCI 1 11)2 f0 LLOARTIGN1 CIACHI LAW* 517 LA PIT CR GREATER: PIPE INC. 4.610E1' TYPICAL PRINKLER PIT (CITY OF TUKWILA STD. DETAIL #W-9) NTS SCALE 1"=5' BACK OF EXIST.L OR FUTURE S/W SEE NOTE 1 PROPERTY LINE SPACER . CONC. METER BOX BROOKS 65-ST EX/ST.-OR , FUTURE S/W 14111. 6" DEPTH FREE DRAINING 24"COVER "imeivr- 12" --L_. SEE NOTE 1 DOUBLE STRAP SERVICE SADDLE SEE NOTE 2 NOTES; 1. SEE SPECIFICATIONS FOR APPROVED TYPE OF PIPE 2. 90. ELBOW & RAISER PIPE SHALL BE GALVANIZED FOR INLET ANO OUTLET SIDES TEMPORARY PERFORATE SPACER ANGLE NETER MUELLER H-14286 OR EQUAL STOP tPT MET FLANGE OUTLET 1 1/2" AND 2" DOMESTIC SERVICE NTS ::,..,46,14(1' '' '2''j4;?e' • , . ,.... . -‹.- •- . , / -.. • r (-' ''''''' 4' A''',..--, '.- An , A 4. A .' rt.' , -I., .-2L7:<!./..Aeit, of.,..,...*:.,i,.,47.3..i4..A.Ce.;,1.!:i,.,,V1%,. ..,,f,,,,,-...,*.e,e... ,:.-,'..41f.7-&!'e,.....,- ;;.3; 1111111111111111111T1111!11111111111111111111111111111111111111111111111111,1111111111111111111111111111111111111111111111111111111111111;1111111!1111111i11111111111111111111111111i11111111111 7: () 16VISsr.4. ' 0 t SANITARY SEWER NOTES AND DETAILS .ANITARY...ff:WETS....Q.EILIF.RAI. NOTES: 1. All work and materials shall he in accordance with the "Standard Specifications for Road,. Bridge. and Municipal Construction.' Washington State Department of l'ransportation and American Public Works AssociatiOn, Washington State Chapter, 1988 edition. Together with the latest edition Of the City of Tukwila Engineering Standards. 2. An approved copy of these plans must he on site whenever construction is in progress. 3. It shall be the sole responsibility of ,the contractor to obtain street use and any other related permits prior to any construction activity in City right-of-way. 4. Prior to any construction activity, the City of Tukwila Enginccring Depa:tment (433.1850) must be contacted for a ['reconstruction meeting. 5. All locations of existing utilities shown hereon have been established by field survey or obtained from available records and should therefore be considered approximate only and not necessarily complete. It is the sole responsibility of the contractor to independently verify khe stectstacy.of r all utility locations Shown, and to further discover and avoid any other tailithiVitiIr shown hereon which may be affected by the implementation of this plan. The contractor shall contact the utilities underground location service (1-800-422-5555) prior to construction. The owner or his representative shall be immediately contacted if a utility conflict exists. 6. "Me sanitary sewer system shall be constructed according to the approved plans which arc on file in the City of Tukwila Engineering Department. Any deviation from the approved plans win rcquirc written approval from the proper agency. 7. All new sanitary sewer lines shall be sealed off at the existing trunk connection point until MI upstream construction is completed, cleaned, tested, !awed, and accepted by the City of Tukwila. All construction debris and watcr shall he removed from pipe prior to opening seal. 8. Manholes and Lids: 9. 10. A. Alt Type 1 - 48' manholes shall bc constructed per WSDOT/APWA Standard Detail I3-23a, with eccentric cones. 13. All manholes shall have a minimum drop of 0,10 feet between invcrts. D. All manholes not in paved nreas shalt have locking lids. It shall he the responsibility of the contractor to adjust,all manhole tops to match final asphalt elevations and grriund elevations in landscaped areas. Sewer Pipe, Bedding, and Trench Compaction: A. All SefTer 1)111C Shall 114! 1111C of the {ollowing as LICSigllaled: 1. P.V.C:, conforming to A.S.T.M. S-3034, SDR 35. 2. Ductile Iron, Class 50, conforming A.W.W.A ('I51. 3. Pipe may be any of the above provided: B. 4. a) I)) I'ipc joints must be of thesante materials, and Where a pipe material is specifically shown on the plan, that material must he used. Minimum pipe cover at manholes shall be 8.0 feet and 5.0 feet between runs. Pipe bedding shall he A.P.W.A. Type "P' with material conforming to Section 9- 30.7A(2). C. Trench backfill shall be compacted to minimum 92% dry optimum density per A.S.T.N1 D-1557-70 (modified proctor) prior to testing sewer lines for acceptance. • . Side Sewer Laterals; A. Side sewers shall be 6" minimum diameter at 2.0% minimum slope. B. Side sewers shall be tested for leakage at she same time the main line sewer is tested. if not tested together, provide test. tees at sewer main connections. C. Buildings with greater than 10 unit shall be serviced by one of the following methods: 1. Double 6' diameter services connected to truck by standard tees, or into. manholes. 2. Single 8' diameter service with c!canout, connected to trunk into manholes only. (Alternate connection methods are depicted on plans.) • D. . All lateral conncvlions to sewer mains shall be made. with a wye or sweeping tee. 11. Construction of dewatering (groundwatet.) system shall be in accordance with the A.P.W.A Standard Specifications, Section 61-3.02, 1981 edition. 12.- Whenever sewers must cross under main the sewer shall be laid at midi an elevation that the top of the sewer line is at least 36 inches bi)low the bottom on the water main. 13. Buildings, shall not be permitted within 10 feet of the spring line of any sanitary sewer pipe. 14. Prior to occupancy, the doyeloper shall grant 10' wide sanitary sewer easements to the City of Tukwila. .. , 15. Cleanouts shall be provided at the right-of-way line for laterals cnterin'g the public right-of-way. STREET-SURFACE- t SEE TRENCH EXCAVATION DETAIL MANUFACTURED TEE FOR NEW MAIN LINE OR HADIANICAL TAP AND APPROVED SADDLE FOR EXISTING MAIN LINE SEWER MAIN • VARIES /8 BEND IF APPICABLE 1 Als 5" MIN. CIA. 1 PIPE TO P/L 1 45, HIM. Marna Fill 'I' CORE- 3 HOLES • NON-SKID PATTERN TO E CAST INTEGRAL ON TOP OF COVER 3/8*-1 eliziZze lase//e/f/ter /rnvi. t Z" MACHINE SEAT 2-1/2" CAST IRO- tOlf4OCKING COVER MIN. WGHT. 150 LBS. 6" 1 26-3/8" 25-1/4" 24" 8 WEBS- 1/2"THICK 1" SEAT---- MACHINE & GRIND. 3/4" -1-1/4" 23-3 4" 33-3/4" CAST IRON FRAME - MIN. WGHT. 210 LBS. A.-.019:ta.Erat NOTES. COVERS SHALL HAVE THE WORD "SEWERS" IN 2' RAISED LETTERS WHEN USED IN CONNECTION WITH SANITARY SEWER INST t. LATIONS OR "DRAIN' WHEN IN CONNECTION i WITH STORM SEWERS INSTALLATION OR 'WATER" WHEN IN CONNECT ON WITH WATER DISTRIBUTiON INSTALLATION .24" MANHOLTFRAME WITH CQVER. • a- a2 Alair"2"....4%.u. at,41 S Cows, .›Aeltattrsent Sachem Ilorthrat ends of 0,044 flogs °chow) -- Nacos, Coos L(ccoatNc toeless Otherwise soetlfate) 001 .1. Loader Prawn NuerSooksst 5,09..c /FT ITYPI .1-------C°.""ct is. 1444 Shell 1 the CICA., of thopip• Anethl'ontog Shal (For Pt4tatt Ell, oad Int./trot Roar ONLY/ 0.1a SO IN/FT to tack omits:Hi lot 49-01A 01$ SO IN/FT le ssoch 'Stadion /or 5400, -Pine.? /3m cad Were' ftrim Sof local Top cOarsa MIN compacted 0.014./es Prscast SR14, k cl, a Stporale Cu t la r$442 tem et Selo,,, Precast Oise SECTO1 • Pesstorcias Stool (Far S4qP. Me ONLT) 023 SO IN/FT ...mahatma for •er 019 SO IN/F T meads tot S4I'DIA k4E-77. 4,5•01A-C.54'ota-te-, -PROPERTY LINE _ _ 6' MINIMUM AT PROPERTY LINE . NLESS OTHER- ISE DESIGNED REDDING APPROVEO 6"X4" REDUCER FOR RESIDENTAL CONNECTION UNLESS OTHERWISE DESIGNED NOTES: •CLASS "A" BEDDING SHALL RE GREATER THAN 15 FT. •CRUSHED ROCK. PEA GRAVEL OR NATIVE MATERIAL FOR DEPTHS *BEDDING AND GRADE SHALL. BE PRIORsTO PIPE BEING PLACER SANITARY SIDE SEWER NTS ' /FT USED AT DEPTHS APPROVED UNDER 15'FT. ESTABLISHED IN TRENCH. HOTES Ihonhotes to be COnStryCtea In Or.epr(lance altn O.A5MIO1.4•199 oriess otherwise snows, on plonk or noted n tne Slonc1C4a SpeCtlICoslons. tlanOnmInS In Daloalment secricn snai trove 11 ralnleium cteoronce. Steps In mortmo.e snot hove 6'm:rsimoot• cm,).-once, Sew Siongoro Po., 1.41scekoneoos "Connote Oetons,• AV Kelm/or-cad Ar, OtOCe concrete snail De C� £. tiern•elnfDrce0 cortf-,rere In ononne, ono (1.,tif ince ia Coss C. AP Drecos* concceta s150, oe Cinss Ave, Peacoat Doses snca re tusnIsnao sthn cutouls knockouts. AnDckuuts shot son InIckness of 2' ■Mnsms.sm. Knockout or cutout note 612e13 !CPA' TO DIPt os.ter glOmeter plus srsor■rwe mrcor.ess, uo.104" nose size .s 3E Aor 48• u t mw 42• Tor 54' mnnoth 141n1mn alsonce oeree . 8'. AlOntuale t-Inos Gera covers snot/ 4.4) fr OcC0,00nce lettr) 45008 Svoncloro SperlfIcotIons ono meet rne strength reoulremesnrs, of Ceder° Spioncorlon Ft4AF•6210. Stotho surfaces sno* r.se inisheo lo ossure r'Gnr0Iog flt eltn omy cover DosItIon. AV DOS./ reinforcing stezt shol move o Tantalum yield strength ol 60,000 PSI r:snO De caoce0 PI the upper Doff of me Dose ss:rs r Almialum csearonce. F04- naltnts Of 11' or less. AmInIstkon so11 Dearing vovoe ego ,300 counos Der sivoare ico. f or Negros over r7, 'tnlm,,i Q8 deOrIng vokse eat.scis 3,800 Pounds ptr sogore foot. Per ootohs shorng Cr011e RIr. L000er.. Steps. moncthotas ()'Id TOD 51000. see Stances Pion 'Pisce:onrous t44nnoe 0o, SANITARY SEWER MANHOLE YPE 14" NTS Souore5 SooceJ IssroKateso - Ht e • Rose - 's; Noe Boroer - Cast Won Rwv Arta Cover Mu'erso, 91 the EA,q,nee. 7.i 3e See I, Syne As `-'0,^ Sme.e- Jonts SANITARY SEWER CLEANOUT. NTS 1* VOR CONSTRUCTION •". 2 4 5 6 7 8 9 n ctADLINLIP'dAtrl NOT:: If the micrefilmed document is less clear then this notice, it IS cue to the quality or the oririnel eocurnent. L; ze -7)1. -siL LI 91 Gt ht. 31 (51- 6 8 L 9 S; 9 I!1 1 1!!III1!11.111IINIIi;1!Illid,!11!11,11;h11.1.111111W111111!11111!11,111!!!1111!111111111111111111111,1111111/1111!1111111!11111111.!11111111111111111111111111111111i11111111;111111h11d111111/11 ,1111 1111 1111 1111111111111!!!!!!!il1i111111111111,11111111,111!1111111111111.11111111■11!111111i11 ,21)1%71 " • 4 • 2. () q -0 7 /44ttokfc (2- NT< 5113 1 iq 31Ef1 ls9 Pt (e.44 MO 95-1 _aye_ fi-ACE. 2.6) lo- ErG . t..4‹ psxn-..5 vi 0- 60 (I I 4-0 -0) f-r(n. (LAP ) Mc Sloi c V Dwt.. 161 PX 410z ( vermr AkE06) 2 (9 c/X -4o-0 ix26-40) FT-61. -370 41) 350 Y. tile-440.2. 140 )4 /4(4/03) V. Dv-Its a 12.n 2- 15) (8x40-o-f- 26-4,) Pr. 330 ( :410 ti( 410241) 141K 4443) V . 'OWLS ca 12' 2. CB x40-0 4- 25 -()) ct 12," ...*1•■••■■•••■•■•• F3. (2)) 2e) lq-4, (2)) 17 ivi< 4/03 V.DWL,Se ra." (2)() 5 ED 17-2-7 No /21 CzY)5 Af< 4-toi- SLAB DMus 2.(9 -o7 PK). 5 141{5107\V FS. S. ib .4- PK 6t,.)‘7 pvAse-6zu 4. 6) 640.0 (-1-2.2411i) J F.O 1- -I _ Lj i4 a W sums e.2.44 L_ FG. 0 4 tvi< 6112- V. exu... "pv.a..s M<4-r2- e 12' 7() 4 N1 46 111 v. cot.. DWL,S. 2- tiz, -4-ra, a r5.0 4-0-0+ 5-o) PT4 10) v-vvtasa -4t3" 2o TYP . 00-go fig 8105 v. an. ryas <". Wiz 62 -et Dux -rmak co1- 3 (3) /0 A14,404 SLASPwLs 2411 0 ro. F co. o F °. 0 4.0 0 t Fo. 0 Fc .0 r5.0 Lt ••••••■•••• F4 5 F4.5 r- 17:3 _0;19 2 4.2L4e_t_.5 F6.0 • -15 iv? (6 1-46) 6) 5-6 ( 14- -1-4 f3) S .ked 2:) 2. 615-0 by sme WALK 141}w4c44 ()(2.) 4- t4< ST -nes 24" 60-) (2x) 5 r/K e los v. pvos c. (x2) (Z -1-445) _ /44\ 6 I Ai (46 12gov:) ti.e.4114 CEI (3 I.N. ) 010 le 1"K 81059 V. Ccx_ 2 g -8 DWI. vocA c. r4: I 1 2-6 '1 5 10 7s1S (•,ips f :Nf 116404 4 -1D 41021- 4-103 2-0 -0) (5 11K440.5 e 5e is-0 ca_12-" 5 10,14, 44o4-tisee, Pioid22411 el 5 -0 FT(. (2--r4 6) 111j ED D {D 2-15' 1-- 4- e(4x40-0+32-0-)F7n. (4c) 5-0 (2 D6) - rJ F4:5 f- VP 4 Pis ()(4 6 t-K -11■to Bo-r. (X2)0 -- Woe> -roe LW W. 6(..4 14," 5Ad.(01-) x2) z 6 15-0 IN 6iDGWifit-K. 1-1P4441 (a) 4 tig 2rri mS CO__74" Om) O(z) 6 m< 610 '1. Cot- 1 FOUNDATION BLDG. -Tyr z -PtiVc5 (2x) 15 me, 510-1 (4913) LW. (2x))1,--)V5-10 (2,2-1-ke)5.war2P (2.0 2_6 -2.0-0 .Sioe WALK C..x) 1.K 3TI -rigs 14111.1AlsicA4 2 (2'0(50 t4; flloe, V. COL. .041-445 (x)15 M 501 ('(€3o 0 5-‘ (910) Sw. ()(,) Z is- D 161. Sip€wilit< i-littbacm (x6) 4 ivi< 371 TieS e_261.11 (X0 (XZ) 8 #.1.< 5ios col_ PWLS. L J J _J- --=-1-r=j I LT L_J LE-11 4-6 4-104- ENos 5-3 1-4- L1-4, 5107 5 108 1.10 31( 1-10 1- 3 r _J LJ FOUNDATION BLDG. 'tE; .3- to 2 - 6 r ,3/c) 4103 btAits 0 6-2n 5 (..i) (8x4o-0 s-0-) etz" r-id, 4 1o4 5 08 TAMS e2,1" k DREVIEWED 0 .REJEcTEo.• 5-4 0 (2.--48..) r. fi.3.5 epic). RECEIVED are op TuKwo. JUN 23 1:i89 BUILDING %UM Rg@gtIVIE " JUi122 MAHAN & onAtvo, k 0 REVISE AND RESUBACT 0 SUBMIT SPECIFIED ITEM ilittt CORRECTIONS NOTED Tia:iiiiir,t1tirietfit 01 atrurenis Iftesie tYn the shop drawings during this review do not relieve contractor horn compliance with Ohiy for revie%4 of general conformance with the design cOntetit of the project and general compliance with the retiVirernents et the drawings and specifications. This chech is d.imje.unsNieh information givet, in the contract documents. r.:9 contractor is responsible for confirming and correlating all quantities and COnstructien, coordinating his work with that of 'all other trettek; tina perfeiming his work in safe anti satisfactory lettiNERS-PloAtt 9VE*53111C. $2:2e:9ing8f9abrication processes and tecripicitios 01 _ t4As,.,,,,,,,,,,,e.„,..,, ox 4 Sitl S112- J2 5115 1-2 4 114 H U 0 z a_ LEV& 1 I EN IONS SHOWN ON THIS DRAWING ARE FOR PURPOSES OF DETAILING REINFORCING BARS ONLY, AND ARE NOT TO BE USED FOR CONSTRUCTION UNLESS VERIFIED BY CONTRACTOR. 416V-f-A5'43 ? l i r ! 1 1 I g l i f t I I I f t i 1 1 1 1 1 1 1 1i 1111111i 111111'"'):..t1;?:: • 2 5 7 9 1 11111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111 111i I co NOT: If the microfilmed document is less clear thsn this 1 noticc, it is cue to the quality ci th6 oripinel document. o h 1.5( Le 9, Ge 9e -41 st +., 1. et zt L 9 G t: ifilhiiIIIIIIIHNIM11111441111111111111WhillhillhdillIIIHT1111111111111H11111111111.11111111ilffilltild111411illf11111111HIWIIIIIIIIiffihild111111.■11;1111161111111111111111116:111101111111111illill • MARK --- QTY REINFORCING . BLDG A BLDG B - F5, 0 6 /0 G.)4-62 (5 E. w.- 607-.) F5.5 12 d) ft- -0 (6 F.W.-tror ::- re:,. 0 •-:; . 4 -5 . _ I 0 • 2-6 '1 5 10 7s1S (•,ips f :Nf 116404 4 -1D 41021- 4-103 2-0 -0) (5 11K440.5 e 5e is-0 ca_12-" 5 10,14, 44o4-tisee, Pioid22411 el 5 -0 FT(. (2--r4 6) 111j ED D {D 2-15' 1-- 4- e(4x40-0+32-0-)F7n. (4c) 5-0 (2 D6) - rJ F4:5 f- VP 4 Pis ()(4 6 t-K -11■to Bo-r. (X2)0 -- Woe> -roe LW W. 6(..4 14," 5Ad.(01-) x2) z 6 15-0 IN 6iDGWifit-K. 1-1P4441 (a) 4 tig 2rri mS CO__74" Om) O(z) 6 m< 610 '1. Cot- 1 FOUNDATION BLDG. -Tyr z -PtiVc5 (2x) 15 me, 510-1 (4913) LW. (2x))1,--)V5-10 (2,2-1-ke)5.war2P (2.0 2_6 -2.0-0 .Sioe WALK C..x) 1.K 3TI -rigs 14111.1AlsicA4 2 (2'0(50 t4; flloe, V. COL. .041-445 (x)15 M 501 ('(€3o 0 5-‘ (910) Sw. ()(,) Z is- D 161. Sip€wilit< i-littbacm (x6) 4 ivi< 371 TieS e_261.11 (X0 (XZ) 8 #.1.< 5ios col_ PWLS. L J J _J- --=-1-r=j I LT L_J LE-11 4-6 4-104- ENos 5-3 1-4- L1-4, 5107 5 108 1.10 31( 1-10 1- 3 r _J LJ FOUNDATION BLDG. 'tE; .3- to 2 - 6 r ,3/c) 4103 btAits 0 6-2n 5 (..i) (8x4o-0 s-0-) etz" r-id, 4 1o4 5 08 TAMS e2,1" k DREVIEWED 0 .REJEcTEo.• 5-4 0 (2.--48..) r. fi.3.5 epic). RECEIVED are op TuKwo. JUN 23 1:i89 BUILDING %UM Rg@gtIVIE " JUi122 MAHAN & onAtvo, k 0 REVISE AND RESUBACT 0 SUBMIT SPECIFIED ITEM ilittt CORRECTIONS NOTED Tia:iiiiir,t1tirietfit 01 atrurenis Iftesie tYn the shop drawings during this review do not relieve contractor horn compliance with Ohiy for revie%4 of general conformance with the design cOntetit of the project and general compliance with the retiVirernents et the drawings and specifications. This chech is d.imje.unsNieh information givet, in the contract documents. r.:9 contractor is responsible for confirming and correlating all quantities and COnstructien, coordinating his work with that of 'all other trettek; tina perfeiming his work in safe anti satisfactory lettiNERS-PloAtt 9VE*53111C. $2:2e:9ing8f9abrication processes and tecripicitios 01 _ t4As,.,,,,,,,,,,,e.„,..,, ox 4 Sitl S112- J2 5115 1-2 4 114 H U 0 z a_ LEV& 1 I EN IONS SHOWN ON THIS DRAWING ARE FOR PURPOSES OF DETAILING REINFORCING BARS ONLY, AND ARE NOT TO BE USED FOR CONSTRUCTION UNLESS VERIFIED BY CONTRACTOR. 416V-f-A5'43 ? l i r ! 1 1 I g l i f t I I I f t i 1 1 1 1 1 1 1 1i 1111111i 111111'"'):..t1;?:: • 2 5 7 9 1 11111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111 111i I co NOT: If the microfilmed document is less clear thsn this 1 noticc, it is cue to the quality ci th6 oripinel document. o h 1.5( Le 9, Ge 9e -41 st +., 1. et zt L 9 G t: ifilhiiIIIIIIIHNIM11111441111111111111WhillhillhdillIIIHT1111111111111H11111111111.11111111ilffilltild111411illf11111111HIWIIIIIIIIiffihild111111.■11;1111161111111111111111116:111101111111111illill • 1 • RECENED CITY OF 11.110Mil,..A REVIEWED 0 REVISE AND RESUBMIT 0 REJECTED , 0 SUBMIT SPECIFIED ITEM CEKIAKE CORRECTiONS NOTED Corrections et comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of all other trades; and periormtng his work in safe and satisfactory manner. nil. cot...4;51E1V LNE 1ia4N • ; • • -.1. I -fin111111111111,111111 i111111111111111111111p1111111111111111111111111111111111111111111111111,11111111111111111111111 11111111,11111111111111111111111111111111111111,101111111111i11111111111111 0 lb 71,11%1‘1, 5 6 7 8 9 1n 11 114 r,f 14104NY 1 2 NOT: If the microfilmed .;ocument is less cleer then this notice, it is cue to the Quality et the oripinel document. L: ()I ve CZ 61. 81 LA 9l GI. 1.71 CI Zl• oi 6 Z. 9 Ci i e 11:111,111:1WihM611141116J'Iohilt.IIT'IVill,M01 1 ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IIIHIWIIIIHWIIIIIIA1111111111,111hifil „ , III! • • • • • LEVATI NS & DI ENSIONS SHOWN ON THIS DRAWING ARE FOR PURPOSES OF DETAILING REINFORCING BARS ONLY, AND ARE NOT TO BE USED FOR CONSTRUCTION UNLESS VERIFIED BY CONTRACTOR. • •:;'!• Tr•t".: , Ltc' -4:7+4;