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HomeMy WebLinkAboutPermit B95-0320 - SOUTHCENTER GOLF - FOUNDATION City ty of Tukwila (.. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0320 Status: ISSUED Type: B -BLDG Issued: 09/21/1995 Category: NCOM Expires: 03/19/1996 Address: 18791 SOUTHCENTER PY Location: Parcel #: 352304 -9015 Zoning: Type Const: V -N Type of Occupancy: Gas /Elec: Wetlands: Slopes: Y Water:. HIGHLINE Sewer: SEPTIC Contractor License No.: FERGUHS370NO TENANT SOUTHCENTER GOLF INC. 18791 SOUTHCENTER PY, TUKWILA, WA 98188 OWNER SCHOENBACHLER ROBERT :W 1003 LAKE ST S #001, KIRKLAND`WA'.98033: CONTACT ED LINARDIC Phone: 206 283 -4764 1319 DEXTER AVE NORTH '#260, SEATTLE', WA 98109 CONTRACTOR FERGUSON ,HUGH S CO. Phone: 206 767 -3810 P.O. BOX 80867, SEATTLE, WA 98108 ************':************************************* * * * *, *` * **` * ** * * * * * *** * * * * * ** Permit Description: o CONSTRUCT FOUNDATION • SETBACKS Units: 001 F r:o nt : .0 Back 0 Buildings: 001 Left. .0 Right: .0; Fire Protection. UBC Ed,it,ion: 1994 : ; ' ; ,,; t Valuation: " 269,900.00 'Total Permit Fee: 2,788.46 ******** i * ** * * *'* * * *ik * ** ** **,* * *ft7l * ********{***** ** * * * * * * * ** * * * ** * *, * * * * * * ** Permit 7Center Authorized Signature ;; Date I hereby :'certify that I have read and , examined this pe rmit and -know the '�r same tobe true and correct. All provisions of : law and. 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 ,prov i sions of any other state or Vocal ; ;laws regulating construction .or th'e,.`performance of work. ,I: am authorized.;to'sign for and obtain this building p rmit. Signature: J(/` Date it • ° j l ,. Print Name: � f _' /n 4JW (G_ Title: _ 1 G±t tTe This permit shall become nui1` and vo'-i d' if - the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. A '``‘' "��s' OF TUKWIL , CITY OJ 1 + ' imp Department of Community Development - Permit Center a 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 ..' ' isoa ' (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER 50 y (114- ) crIc • SITE ADDRESS SUITE NO. flS- o3a� l n C l 5C : r P INSTRUCTIONS TO STAFF , • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DAT DEPARTMENT DATE IN REQUIREMENTS / COMMENTS AF►PROwED .< . BUILDING - �Z� /� 5'IC- CONSULTANT: Date Sent - Date Approved - initial review �' � q- � (ROUTED) FIRE � FIRE PROTECTION: ( ) Sprinklers (J Detectors L) N/A V FIRE DEPT. LETTER DATED: INSPECTOR: `; ( . INIT: AN N ING c /G (A ?� ZONING: REFERENCE FILE NOS.: 1BAR/LAND USE CONDITIONS? ( )Yes (i No ell A INIT: VC( MINIMUM SETBACKS: N- s- E- W- �PUBLIC /��� UTILITY PERMITS REQUIRED? MINN No I PUBLIC WORKS LETTER DATED: WORKS INIT: i O OTHER .,'• INIT: fi BUILDING - TYPE OF CONSTRUCTION: CERT OF OCCUPANCY? UBC EDITION ( year): r q /zi �S R. final review INIT: '/N �7a Na4TId� OYes 3KNo 1911 K BUILDING C VO O I q6 et OFFICIAL / l INIT: . REVIEW COMPLETED AMOUNT CONTACTED r' OWING: t w DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (Init.) 3RD NOTIFICATION BY: fa init. 01108199 . BUILDUL PERMIT APPLICATION CITY OF TUKWILA ' Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT .# DATE: (206) 431 -3670 BUILDING PERMIT FEE I (p _ PLAN CHECK FEE �p PLAN CHECK '� ��� NUMBER 45 L�3 BUILDING SURCHARGE A 7pPt./CATION IVIUSfi :BE OTHER MP 4.:ETE LY f TOTAL - SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 11 PROJECT NAME/TENANT ASSESSOR ACCOUNT # _ )o<- crJ/ ! / r ' .[ •��,r_( -- TYPE OF L New Building Li Addition Li Tenant Improvement (commercial) Li Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel esidential) ❑ Other: DESCRIBE WORK TO BE DONE: Pr Li (.44 - An)�C_, (Na rt.,/ �- ( I-ri L, C S tKQ3 ��-r Fc- t "t: � -k (AL t_ITt te r . 1N rE In) 7�►< <. 1\NtF' coUrtrA v) 1 , .t..11-7 Ai7t. 1304 AS C-40( C '",7 /Z.:. te . rG =, i C G: ?i f r. -/ /> Lr t7f `� .� rcz w o BUILDING USE (office, warehouse, etc.) e="i06,f %>!'i ri //3G NATURE OF BUSINESS: fZ'k771./C_ WILL THERE BE A CHANGE IN USE? a No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: /L, / , Tenant Space: Area of Construction: zi(G'G WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? al No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: M. S•rinklers ❑ Automatic Fire Alarm S stem PROPERTY OWNER , PHONE ADDRESS / ZIP r/ / - :-%fie.; 1•!/ ^� CONTRACTOR PHONE - ADDRESS (ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT /'.Dej /4 PHONE j >_3 474„. ADDRESS '� r� (v�L � SvF' 1�'cu y 1x' ZIPS �, �., / - D - :mac d�i`7 � � I , I: HEREBY CERTIFY::.THAT i READ: AND.: EXAMINED:.TNIS APPLICATION KNOW THE SAME T BE TRUE. .AND CORRECT, AND' i AM'AUTH2Oi IZED TO;APPLY.' FOR ::THIS PERMIT BUILDING OWNER SIGNATURE / DATE c/ •, .. , '. (— OR PRINT NAME ;� , ���,;� PHONE AUTHORIZED �`��� L � �'' � � AGENT ADDRESS J .r )! ,K,.1. -&r.e r CITY/ZIP s' 4)7 -1,:e / / `i CONTACT PERSON PHONE . �� A/to APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APFLICATION ACCEPTED (,�` II (�j (,� DATE APPLICATION EXPIRES 3-2-9(0 • I( VW ,. . . LAND ALTERING (. , Permit No: PW95 -0300 Issued: 09/21/1995 ' • Status: ISSUED Approval Letter: 09/19/1995 Project: SOUTHCENTER GOLF Expires: 03/19/1996 Address: 18791 SOUTHCENTER PY Location: 18791 SOUTHCENTER PY /BLDG PILING Parcel' #: 352304 -9015 Wetlands: Watercourse: Slopes: Y Contractor: License No.: TENANT SCHOENBACHLER R� "- `eta: -�. '` 1003 LAKE SSTT-'S ' #_110.1 "I, IRrLAND WA "`980'3 v,�.. OWNER • SCHOENBACHLER.,..ROBERTF W. r• � ..; : 'r r dJ� 1003 L f Af E ,_.:l T S # 00, 1 g t t •IRt�. LA � ID;WA 98033 '`,�: �?•` ENGINEER SDS t'17 / / < { h. \ ' is gt,,, r r: i'7 , rf Pfio e (206) 481 -9687 3104 08TH ST'`" ' E, L 0THELL WA 980124/ f .4 ``y �, '. Kt Pbone� 06 283-4764 F�L�I -NARfi Il'.`'�� ;; `a; ,� C c•'�� 4 � 4 ,;,, fi � CONTACT EG •, • � ) 3 ; 1 , 9 DE, ,, ,AV f'1 ' SEATTLE. WA C) , c' ;; .'� r • ' ,� � � � ,er * •A k 'k * •k •k 'k •k * * •k • sik lc,•k''k 'A• * •k` *,H 'k * •k •k N * •k •k •A * •M •N Y� k Ik`k 'k •k 'k •k k •k •k •k •k •k •k •k •k •k `k •A lY **4 •k *41 k'k •k •k A• •k •k •k •k k •k 'k k npys Add itionalfr Can ;,'' i.., (\ 1 ,,'c ., , f, LANDOWTERI.NG FOR` FOLINDATT'ON: ONLYp PERMIT �� �' .. A ' not. ac { ?: 50-Fill-,:p Total' ro ,c Grad i ng /F it1 1` (Yar�i .) -4tlt . r , f, /.. , \s .,0 r ,r:Z r ' fi .nL r, , y ry 7. „ 6 . : , V : Per•mit,�'Fee: '" r, ,• W l'Acc,ount Na: 000 / ? I ''21 00 • Plan Cher t ee :. 0 ,-'' _�. ~ : 00 ``" ( )k t, l No 000 /345': ?�3dA cr• Jw r0 et .., ,`, �w.._ �� *.. ' ° /AC cri t Na: 00/386 4 9q 9 1,nJ.1C:. � f `� i '� C I r � ..-� < W Csas$. ''JP t' ,: a a, r r ti t Vail ua t l.a i s . 00 Tota 1 s ` f ee . 1 �. 1 . 2 Y ! �, .1 j •! � '' I . }t t , F `� y � C f t / .... , k**** k** *'k k•'L - 4 * i, N ,1 k4 , •k * •K* ** *:N ; *•k k kl* 'k k k•N w " W *•k k k*,*'* k* k * k k * ;k•k•k•k •k•k*** •k•k•{ * •k * * ** •k l Fry t N 1, • wr ! f t // '•' '! ]"� � � ..;� ** .r ^i.� {�u.. j j 1 .( I hereby ge'•tify that I have,,�•r:•eaii , andexami ne&-t'h•i,'s. and Frjow,,;i~ same to be tr•ua1 d c "`no�r`-,rect. All provision` +'ant .1. wrJand- •- Ocdinar�aceer4gove g this PAz work will 1 ' k 6,compT,ied`.with, whether specifie,d-,he.r_.e �gr.c�riting of this per•mi �does' yot presume to give aiJ ho �i t�v 'to vii of ate° orti fi'ati'ce provisions VanyrL gther,.state or local /claws. r•'elgu'la•tthg .construction /or the performance \afi \work . I am authorized i zed .t.o :�'�i, for aril ,obtain th i, .and Altering perrm.Lt'" This s perm�i t hall become nai'�1:1.,.and�•'Vo i'1 i f the wort, is not commenced wi thYiii;,. :daiys. from the date of i ssuar� , e or'• ,�lf� the wot is s or abacl 'noned; a per of 130 days,-from ot ~1 ~astr'�inspection. �. C THE APPLICANT MUST:";NO IFY THE CITY INSPECTOR OF COMENCEMENIAND COMPLETION OF WORT; AT LEAST I '4 OURS IN ADVANL'EI'FOR• AN IN'SPECTION,,,C:ALL" 433-0179. Signature? . Date.: ,-..:".1.4-!' . * *'k * * * * * *'A•k * ** ** *•k* k•k * * *'k'k•k k * ' k* k k* **•A* k*•k ***•**•k **•*•k *•k **•k** APPROVED FOR SSU NCE � ° ; T, Issued By:_ Date: I . l� Au honied Permit Center Signature • k• A A' k• k' Ak• k A A kk' kA' A****• Ak** k* A*• k k****** A' AA*'AA kk* k• A b**' k' k*• A* A kk •AA'A'k* ** *AA*'Ak*•kkk I hereby certify that the permit holder whose name and address appears on t h i s record has satisfactorily met the standards and conditions for t h i s project approved herein. Final Inspection Approved By: Date: Inspector Signature «'I . ;1 i CITY OF TUKWILA . $ Addt'ess : 18791 SOUTHCENTER PY Permit No: PW95 -0300 ' i1 Suite: . • Tenant: SCHOENBACHLER ROBERT W Status: ISSUED ('; Type : PW -LA . Applied: i ed : 09/19! 1995 Parcel #: 352304 -9015 Issued: 09/21/1995 ii *•k•k•k ***•k'k*VA"I k• k' M**:1 1********• k• k******** k****** k• k• kk *•kk•kk ***"kk•k *Irlck****•k•k* ** 14.11 * Permit Condition_,. �.r __. " : • 1 . , THE. OWNER ASSUMES , UME ' , LIABI r te'- • id ti vtt7 Z „RIFD OUT IN ! • : • ADVANCE S_ .LekTs'�'” °F i1.�rl'(5,' gg-��A�'' NCE OF'.ISSUANC 0 �jT, BU LDING P'ERh1 .. '`.'^ ; BY: ISSUANCE OF • I ��'A' J'" PET sHE C k.TY DOES 'NO 1 ARANTEE BUILDIN�3 • F2 " I/I/ 04p 5 w a � l . 'fi k a a i t •, r ,„ a ® ` . <7. i'll . . ...I E.,",,, . . , ,, tri u 1.. #+ 'r j . • Itifi ei, - r I ( \ 1/ '3 72 ? , v tv ei lcas) .. c ...= • . . ' ... ' sms4.4 ; 0 04 1 . .0 : :. " cx a Y t ; , y , � $ h tss si � f JJ' C e,,,,,,..4.(, 4 17� of , n 0 S / t ( 1 \� f ' ter `' x, i ,j .3 kcr 4t!rL'eg t i / . , �? ��± ! . ; Y "te' . \ L ` T b iy F. v:: ., ,i, r,; t Y f J ; ' G ,� Y•,.., .! r f "1. .- , . 5 . e •'';' M ' ..o.: .. ., .9 . • • ',. ',' PW • .: STORM DRAINAGE Permit No: PW95- 03111 Issued: 09/21/1995 Status.: ISSUED Approval Letter: 09/19/1995 Project: SOUTHCENTER GOLF Expires: 03/19/1996 Site Address.: 18791 SOUTHCENTER PY Location: 13791 SOUTHCENTER PY Parcel #: 352304 -9015 . Watercourse: Wetlands: Slopes: Y • Sewer: SEPTIC Water: HIGHLINE Contractor License No.:- ENANT SCHOENBACHLER ROBERT W • 1003 LAKE ST S #1101 k-I',ll TVp WLiC1�33 WNER SCHOENBACHLER ROB. ERTlil-- ~'" "= ~.4 ;`'•� . • 1003 LAKE ST #l�'9""'; w ty I t.:L WA ,193033 M ` ' . NGINEER SDS .,�'• ;;�; ,,,, r � u 1 � P F'h PAW' (206) 481-9687 310 208TH /SI SE , B CJTH6 L L�1 W 9.301 Z, e, fie , . - % �, r.JNTAJ. T ED LINARCJ�IG' .. `1..' . ` - �;: w ,, '' Erg• Phone "1 ,2'06) 233 -4764 1319 DEXTER A N� ;,SEA TTLE, 4 'W`A'' .` " ''' c. '�' •1 47. ` k 'k k •k k 'k •k 'k 'k •b k •k k •k •k 'k '•k k * Mc k 1` k •b k k g tk k "w • •k 'k ,sSe 'M •k * ' k ' •k •k ' k •k 'k 'A � r "'b, * k •k •k * * 4 • •k • f �•3 i�Y �k 'b •k 'k •k k •k k * •k 'k •k •k Additional Perm t c_r•iptiun. .. 4 , ,�' c�� {� , ' 1 ; STORM DRA.I'NA"GE FOR 'NEW TUI.;WILA ,GbLF DRIVING RANG 4. ��`" �'- ;r', .. 0 ,,- 1. , , -.. r E Existing Squat� s, �.e Fe et . t, rt ' Add 1 �' <'�' ':, a � ' .-'� a - ,q u a r' e„ F•e a t, ;,t New Syuarte •Feet. .t %',. J' ti t' „ ,,� n« 1V1 a: ti .� ti f 7 :;"* ;'' '' ', .. k V 't` cep \? 4 1 n: �ecti;o'n F r t d'. -- 5•..0.0,� .,/34 =� •� t, .,• Acct N o. X4'1 .4 4O0 Plan Check. Fee .v. " „ ' 11 , .n �• 00 .... „ ..r` � .' 1.O. L L �} � ` �� "` "'^y� »s Acct N o : AA 2 /'3 � 4 0 0 TOTAL EE" � T 0 ,, I ., '`r •' • " i' t ip 1 TOT F L: �, ,; :.�. 111 0' t E L -� `,� C : 'r ' King ng Count m ?' V a l u ...-^,`... = t r U C t i � { l a ns� k ` �'' ,,,,.. „,,.. •� ” 'F 0�1 a,�1._u e ll � C 41 n :.• l ll Tl F. vtR,F" r ! g ? .00 '.k 'k 'k •k 'k •k k k 'k •k *ill } k k y1� •k Y k * •i •A 'k :k *V ; k''k ' k •k,Ik 'l� k d k k. * "A' w k 'A- Mti M 'k :k N 'k •k - Y4''k 'k •k k * •k 'k k A 'krk 'k * 'A k; A * k '11‘ * v k 'k * 'k 'k 'k 'k ,1 I hereby accept tli,i s permit. andagr•ee ,de *1-1 - l i cabf e s +i on,s ' of the City of Tuky:/i,la I un,ic•i"pal Code. We agree' that t`he'•C.Lty of :Tut: ::,Nall be held har•mlers ftirl�iga�ll 'or any claims ar•i : :iti -. ' as•.,a rep It i ¢ , :p " . rk ' t � � < �'tJ � ct,,this r•oi Permits whibh ha�Ae l beyond the exti ati'an date; .hall. r•e:que 0 ") re- applicati6n\an rei:::=uance of the perrirritr through, f,{ie Gity ��'t ,an, iitional cirel THE APF'LICANT\M,U'ST OT<IF•Y 'T'HE, CITY INSPECTOR OF C.OMMEN' EMENT AND: OF WORK; AT LEAS'T : OU 2 HOURS . IN ADVANCE. TO SCHEDULE AN I /CALL 433-0179. ,_, , < .... (;,',.• , Sionatur. -'". Date. 4�.2(. r •l A M A k 'k 'k k 'k 'k •k 'k 'k k• 'A k 'k 'k k k 'k 'k k 'A 'k k •k 'k 'k k 'k 'k k k 'k 'k,k *4! 'k k ,k k 'M 'k •k k k 'k 'k k •k •k k •k k •yl ,k 'k k •k 'k 'k •k k k •k 'k k k 'A' k k •A •k k k 'k 'A * APPROVED FOR UA fl'E B : ' : J : �,, .. : a: ; . Issued By: I D ` a'te ' P:74..1!..#........,...:•'• . ;::::,.:-Tf Authorized Pe •mit Center Signature k •k 'k k k •k 'k 'k 'k 'k •k •A 'k k 'k 'A •k 'k 'A 'k k 'k 'k 'A 'k k 'A k A• 'k 'A * 'A 'A k •k 'A k •k 'k 'k 'A •k k k k 'k 'k k k •k k k k 'k A 'k 'k 'k k •A 'k 'A k •A k k •k k 'A k 'k 'k k 'k 'A •k k I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date . . . • . . , • . . . • . . . . . , . , • . . • . . . . . . . . . • • . • f ta • . • . . • , . .t. . • . • , . ( , -. • , . . • • 't' . ; ..%. . CITY OF TUKWILA • . . . .. • 'J., . ..• • . . .:',. • . . • Address: 18791 SOUTHCENTER PY Permit No: PW95-030] ..., Suite: . . . . .. .- • . . Tenant.: SCHOENBACHLER ROBERT W :,, . .. . • Status: ISSUED • . Type: PW -SD . Applied: 09/19/1995 . . , I r . . ' Parcel #: 352304-9015 ' . . • • ' Issued: 09/21/1995 . '' ************************k*******itk****4***44**********A**A***4*****4*4i****** . . Permit Conditions: • ... . , 1.. Temporary ,. erosion cont --. ea:Cairsb.,_ • ""iii,rf k iz• - implemented as . , • , i.. ,the f irst ,order-of . "-- ,... to 1 it . tion off- ' i • . . ., site or into. e:O•s. .. . torni, ,r inag faci 1 i N., . . . , ... • . 2 . The site •shalyr , e p9tim en ' i ros . 1 contEol m ''''').1/4 s in /so- , , • place as soot. a/. pos411)1 't r f,..1 a & gray, has • , s , . • completed p.,. p Inspect 3. OWNER ASSLIi,..‘, LjAa FoE.Autio tielg•p? (Cq5IEE ., 'IN Al' It . ' ‘ ,.`E . . 0 , , \ • • ' OF, , I S S UPI _ Dr. OFA: ) iLptifiG ppw . , CN. 4 . BY : I SS' L. A:0 ! 0 Thal:, PW* PERMDT DOES 0 litaT eterN E • . BUILDI l a PERMIT ISSUANCE y 0 / 1 /.. • 0 0 % . • .. 4 . •:i . ••• . . . ...,.. . . . ...-,........,0 0 ri • . , , .. , ■ • • . . i Q , • ,,,,„--7 • . . . . o . 1 0 Z i 0 i r . . . . ......_,.... 0 - ...., ' ' es ' ..- •:,: • 4.,i..,, ' . . .. . 0 ouN : ) 1, 0 ,‘ --....._ s " . ...,,, It. 14 • c. (._ A 1 ,;.•& , Litg# 1 ,17,1a' to c, en"---. . .....e • • . .......••• 2.1A , 4' . . ' ,,,..0 41 i ,..•••t 0 ==li f,21,, i ' ''`eNtItt: t ■ r f .e/ / \ 1k 2 ‘••• ....•••••.. ..f • i.,' .1' I, • . ' 1 .' i 4-' - 4. '''''' \ S''.• •...4:t...43'•••-..-, t ir ' jr . I t! — . ,- , .. , ,f_ 1 Ci 4' 07 - — .,.., c .„. 4t,",.. ,-,/ •, . ( . ,. . .:. 4. r - : • • A 1i i. ri ee,45.1:4 A ' '.r: ; '' i . ?• ‘ i 0 (.. • / t 0 e , \ t _ 44'' 4 444.147 4 t • • \ \ 4 V 0 • ' ' il ' e 0 (%,'4 .+- o e i If . eJ 4 ,. ,..„ 4) , ',, , ;c.-;i:-" , /iSt 0 ''ilil \ . . ' "' '.4 ro 61-4;; 41•••tr ,•A'4:4: , . ',:.;,...., . 'h.. • ' ';.' 4 " '''' Q Vg: 0 ■), ..., .. . l'..t. .e.(4. . • ',':.,.....::,'..,.. • ,"41, ,.,:::,.,, ., 0.,..„ .4 " f r • V V' . • • , - , - ' • • .,..% . .;•:".: S 3 . • ^^, •ti. e: ;.,. 4;; .4.1=—). owt.".J..4 ''''*:.:rA>1.. pl: ;. 4: C, v %;.,,,, .i: - * • ■.*:, .., 'h ''I . ; 7 7, 7 :'"...•::r7;" d ' . t . l' la , . '''' ,?,■• 4 ; ••. -4 •:- ''.; '''t•"" ';' ' . . ...'''''' ' fl -......:Ati.•.-I ,..'....--•" . .. ' 1 , ..'• ' • ' T • • • -4: k,' • • • • 4 • • .1 . , • • . . . . . , .. . . • i;, . . . . . • . . • . . , . , . • , , , . . „ • . . . . . , . . 1 ."............mmimm....m.m....------7------- . • :�J,k;N1�, s. City of Tat. (ila App — D ,/,;!-, ,s ; Central Permit Sysram — Engineering Division - - s (4 ` o ; 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433.0179 \. 0 . z" `. ` ;1" " '" UTILITY PERMIT APPLICATION, P isoa W R F-0301 ..... ,. tsgi ?:} > Site Address: t�K. : >OrRM'ATIO:i I Name of Projec t • 'S c;�iiA(. (..sVG... ham. (c.. Property Owner: 4vE;,,,-.i e—t-k.L ?--- Phone No.: "1 OZ(Z Street Address: ()SA'" • , S - t-„-{,.c, .c...ii �' 2 • lC�, - - Cit /State/Zip: Engineer: ‘ Phone No.: sA 9(...€, -- Street Address: (b Zoc& -ok .4.-r �. City /State/Zip: ►3e , • "}:&..4,t7.... Contractor: Phone No.: • . • Street Address: City /State/Zip: King Cty Assessor Acct #: • Contractor's License #: Exp. Date: . • ' P p r, ❑ Channelization /Striping /Signing gl. Sewer Main Extension G Private ❑ Public REQUESTE Curb Cut/Access /Sidewalk 'a Storm Drainage "`''"'"'"'!"' " : "' ❑ Fire Loop /Hydr. (main to vault) — No.: Sizes: ti Street Use ew q c _ O a pt? ❑ Flood Zone Control NI Water Main Extension ❑Private • . Public ': Hauling tii. Water Meter/ Exempt:— No.: Sizes: 11( z- W R S"03 v t t- Land Altering s,' oo cubic yards Deduct . Water Only [] { i 1945 Landscape Irrigation ❑ Water Meter/ Permanent— No.: _ Sizes:_____ 0 Moving an Oversized Load • ❑ Water Meter/ Temporary:— No.: Sizes: Est. start/end times: Estimated quantity: • Date: _ Schedule: ' L)-D4 Sanitary Side Sewer — No.: ❑ Other: ' • WAT METER ' « Name •(4 (4. (�.C..c..s, Li, erC''["• Phone No 551 — t A9 4 REFUND' /:BILLING => Street Address . (G A,,..(6.. 41.( M 200 City /State /Zip: (L, ,.:: Name :G( -at E�,sc. Phone No.: `,...4, -'( �y4 : :BILLING§`:t .M'Street Address: ?2' 'o I .. . dr... . L.14., a late City /State /Zip: Fr.. ••c • 1 I ,..$,,,, `y F'.. .., +, -'r4'.";1,'°" )4:,,, � :'1 ' ;'' r � ^y,Y+ * „ '° : y ,. .'r -' i . 4 " ' : . fart , ; a, ? ,r u'• 'a. a . : AA;h *•k:4 } ke 4 * Ak• kkAkk: A• kA0 4• k •A*rAA *A•A.AAkhhA **h•k** * •k A* * . A **k * **kA *•A*1r:ti * ?f* GENERA 2788.46 _ TOTAL TAL 27$8.46 ,CITY OF TUKWI:LA. WA C j - TRF•ANEI MIT CHECK 2788.46 ' *. ∎A . k iv A 4. :tsk * A * *{.hAgiAA4* Ak9Czk4A+4 A k h ***•A *Is'A *.** ** * *k*+�+. kkA *Air CHANGE 0.00 TRANSMIT Number: 94002960 Amount: 2.708.46 09/19 / %§ /2109 4 6370A000 16 :21 Payment Me l:hod. CHr CI( Notation: CHRIS T. BENUL 1 T In 1 t: 5LI3 Permit No: 095-0320 Type: 8. -DLRG BUILDING PEIMIT Parcel No: 352304 -.7018 ¶aito Address: 18791. 3UU "IHCENTEll PY ` to bal Fees: 2.7118.46 This Payment 2 Total ALL Pmts: 2,/88.46 Da1Sneer .00 k***** Av** al** d* A** AAk* Af fA• A•• A*** A• el*** * * *sV *A*d *fi *A*' *A *•1* * *4**0 * *Ai Account Code Description Amount 000/322.100 BUILDING - NONRES 1.607.:'.8 000/345.83.0 PLAN CHECK( - NONRES 10)96.71 000/386.904 STATE BUILDING SURCHAROE 4.50 • • 1 • 4 ' 4; f, ,444 P! i r'''; Y it L Si . 1 04.4 ie O Vi : 4:4 ' 41.6 ' 3.41' f'41''' i4141 4 .. : '' '.4 'efn ' . C ' . . :. it . t :'...., '• . . . . „ . • . , , . . , . • . . „ . ' • • I . . . . . , • , • : , . . **A****4*A**AhAk****1(**A*A***kA*k******#**4**PA**4!***A*A***4***A •, • 1 CITY OF TUKWILA, WA - • TRANSMIT it 4 it it It *irk A it A. it A it A *A **.k. A I it A. 41 * it * it *it * it it A it it 1r Noc,A it it A —A—A. it it it it * A . It it it *A* • . i ' Number: 940,02980 ,Pmount: - 25.00 09/21/95 1702 :. ,Payment Aethod: CASH' Notation: SOUtHCENTER (301_F 'Init: KJP :: . . • -. 1 • . k ' . .. Permit No:' PW90 -0301 .. Type: PW-0I) STORMARAINAGE. •• ..• : . . - ; • Parcel No: 352$04..-9015 . . . • . • . . . .-'. • Bite Address': 18791:SO1ITHCENTER PY . . H. : Location; 40791 SOUTHCENTER• PY ' ' : , ,:.*•, . • . • , Total Fees: 25.00 :. This' 25;40 Total 41LL Pmts: 25.00 • . - Balance; ' .00 : "•.'-',,.... 411**** -: ':, " :, — ,),.,•,...,, • Account Code • Description . , Amount . v,:.1:• 000/345.€130 PLAN CHECK-7 UTILITY 10.00 ,-- 412/342.400 : :'• INSI' FEE - STORM DRAIN - . 15.04 • ! ."-:. .. : .: - - f : • • : i' • . . „ „ , " • ' , . . . . • . ... , . ,,t . . . . . . . , . . , . . • • , . . . . . • ' . . •-::, • . . • . . . . .• . . , , . . . . . . . , . . . . ' . . . .- • , . . , - . . . , . . .. . " . . . :.;-:•,., . . , ;::"..,";:':'::• " ; ''; . '''•,''.. : • : . :7'; . :;•.'i • • .':. ;:'::• ' r':,*.:•.:' . 7 -: :.', .7' ';',.•• '• ..::''' :', • :' ..-, ,:.-: '.. ',. :''.:•...::-• ''''•:::::. , •. 1.;'.;:'1,,!::•••' ,-...:.-:'' : '-.,•'• '.: ' : " ' :'' -: ' ' . ' ' :'''.: • ' '' :: " ' ' ''''" ' • .• ' '.• : •:::-' 1 ' . ::-' •••--:-•::,•''. ', :';.' '.'. •',' '',''. ..:.: ':',.',','.Y`i:' •:'(: -:::'.:-.'.•.;..‘,-,::-:--:•„'-:•.:''': •;-;: 7 ;: '.i vi:ii:!A,y,•',;::;..:'•':',,-.i::',:'k,:-.12,i:f:ic.,.Vi.J;s2,U.I.ti?.4.a.•,':'-.,0;,',*1,iaik•:•::::,.',.4.11M,,fill'iA,iga,,.44;cif..Watit''.4,41V-ikiAlfIVIViidiiill5lig',4t41-titkaki4i l 1 '''' Oli•* 0`10,..i ''';'..A'-'6';' ;.- 4 ` , ";'-• '4 ,-- r— ,,,,, • . - ..... - C. '' . • .... , . . , .. . , . . • . •, . • . GENERA . 15.00 • GENERA . 25.00 ' CITY OF •UKW•LA. WA . (RANSMIT ***A***h**AlocA*4;(**A****A*A****h*A**A4tAk******A*4*****4**A*A*Air . . . . • CASH • 40.00 '..: TRANSNIT Number 94002981 Amount: \ ' 15.00 09/2//95 17:03 --. CHANGE 1.;00?::„ '.1 Method: CASH Notation: SOUTHCENTER Ini • 6447A000 14359:::, Permit Noi PW95-.0300 Type: PW -LA LAND ALTERING PERMIT :' '.. ,...„-... ' Parve14101 35230479 . . . . - -,Site Addresur. :U3?91 SOUTHCENTER PV • . . . . . .. Loc.ation: 18791 SOUTHCENTER PY/BLOG PILING • . • .. ., . . , Total Feesi 15.00 f . . . This'Payegt . 15.00 Total ALL Pmtu: 15.00 Balance; .00 : , ; : . • A*A.4****.A*4.A.A.itqcvvo,•hk.....*.k*A**A4 . .., . , • ,-. .; Account Code : Description . . . 000/322.100 BUILDING r NONRES . 15...0o • . . .. . .. ' , , . . . . , . . . , . . . . . ' . : ... . ... ' . . . . . , . . . . . . . , - . • . , . „ . . . , • .. . • . . .. . , , . . . . ' . . .. , ...... , . „ . , . . " . . .. , . , . , " • . . . . . . • . . • • : . . ,, . . . . . , .. , .., . , .. . , . • : . , ,.. . : . ,. , : . 2 . . . : . . • , - ,' • ' .- - ' , ' , t: •-• ..; '' ' ' • .', f ' .. , , : 'tt: ; : ' ,' • , • ' ::, t i • ... :. ,..‘ , ;•,-,,-.,:-.:. ? : , . :. ,!:."' ,,: ,'.:,.;.•::: - ., , ';:, : i ,i'f: ''.1' ',„:., ,,,',',',,,,..,':,;•:,:-:: ::,.•,,,,:-..?,! .,,,,:,, -, g •.• 1, ',it .:„0:,.!:...-.42;,.;;.c:ii;:t. );ig2;.04,!li.zfit!:,,nt...vd,,;p:0,-4 .:A.,4, cfd,, 4:.,,, a ,‹It i if,wif,vt. ti.we,p...,,,t,,,,,,,a,),....0 .... —...w w.. --... .— . »+,. — 44..ei.cost.'4 ce5.:11;:I':: L s: INSPECTION RIPCORD( ' ( Retain a copy with perm INSPECTION NO. PERMIT NO. 4, CITY OF TUKWILA BUILDING DIVISION „t 6300 Southcenter Blvd., #100, Tukwila, WA 9818: DIVISION , (206 431 -3670 . ;_ Project: /� Type of inspection: ) ,�eu-Wc..4)41?LrC1d4.-- C"... 1J4”— $. Address: Date called: '— Special instructions: Date wanted: u ( / a.m. x , 4 ; Requester: Phone No.: , Approved per applicable codes. j j Corrections required prior to approval. COMMENTS: _.. (.3 P • L }� ;'. !' r r e . l r �.. 1` 4 '= t Inspector Dater � �� (71., 't 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rei r : Receipt No.: Date: , ,,r, ,r r ,..,+..,. i.. « «.. .......... r« w�..:.: .::L`:tn�:..L2S,'1:`:1%*w::'•:: »i' L: i. �1'.`+'. j;.'; C�5- 7< Ynx :4:s::.1td &:4:L":U .l4r.JcSti `MW � INSPECTION RECORD 5- Retain a copy with permit Q2o PE NO/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ": ' (206) 431 -3670 174"47e0011—Q.. rar ,, L YPe o ns Pet w 1 ,. Ad • c 1 5CXXV-Og.tN T5R. fkl Dater. a: t t _q - 95 • : instructions: Date W ed wopi. An. Req 1R0 0 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: J, fi t 1 N se -- CTu 2. (i.J9 WA MoS a /. / �Ia(L s.iM r)1.I sr Inspects• r� 11 Date +z t iG 1, t. '.t• 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspect .7 1, .• Date. at;.,.... ..�..... ....'s..l� tt ate' r*.::: i�:;. �i.`^ Y: r!: usr+ Lti�w. c.'. e1,: ta:`.::: frsli :ai�::�.` ✓M;,.xe_:�u..,....,,. otir.l.sf'.�dira........_ . C i 1 INSPECTION RECORD 3 C Retain a copy with permit 159 - CD - 3z - 0 1 ) - WCITY OF TUK ILA BUILDING DIVISION tii i , re i 1 e . PE11141 NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 II, (206) 431-3670 Piira:e — ,- 'e o ns rt 'F t,... el s • AtcX,. c:_--70/-i- . ...re... . 1 • ci 1 -/DI.A Pk( I: . :1 sp:.. Instructions: ted: equester. 'Rob - 370-1N-O N3 Phone No.: C 7P - ectAt- 1A15p 4o9 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 0; b ,...,.. 4" .e.- JP I .1 Z , ...,,, .. ,. . - " , i er1- , \/ 1-• -a / ...ar ...., ., *v. _ . . .. . AL. , 12 ,..A.,•4/7,7 ; / e n, t-. .... . , . , . ..-,... Alk , ; " • ' - * '., , , l' , ', ' • , . ' •; ' ' . . , . Inspector: Dale: .,.. . .,„.....„,..,,,„,,.1 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , . . I ReceOt No.: Date: ...d,....4t ibixitlittar.ati.au .....% whhearAVAITivitte04i4.4...-Hr.4ritg:SAIL.rAtiter4.444;olt•Matarittle,4.40 - . .,„ 1 --, /4--/ INSPECTION RECORD C3 59S - 1 Retain a copy with permit () , . - - r I 1 • . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION it\ (206) 431-3670 1 6300 Southcenter Blvd., #100, Tukwila, WA 9818 8 Q ' .., , Projec5 ( Type of Inspection: rounNels Addrettk 1 s oart4erareR. N Dat Called' e . 10 . 2 - Special rristructIons: . 4 Date Wanted: ao . qs o ; ID- an , Requester: F - t• i . 2. , 30 Phone No.: 14 _ --/-62 i i_ /i!JSP. d Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: -- ,__ (..,46. 1-44 14.4 . ac,r2z , if21-7 „ . : .. 1. 1 , . . , 1 . I , , ' ' ' . ;' .,' ; :.t. '; ' ' • .: I ', , '; .;:', -, . \ ' i: I 4/k dip Inspector: ...„ AL Am, Daleia, . (../d , „ • , , • . , , • , 0 $30.00 REINSPECTION F f REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I . rwNo.: Date: _ , • I , , c . , „” . d.thit 4 I-10:1 - 4a 0 ia,041414thAtladAtith kt-of. It4-' ..,....... ....--. .......'. . ‘'....._ „,„ ....... ,... ,...,..',..,::........... ... /4-.......... : '-:...°., '.'..:.... ?„..", :_".:- ..T. z' ... .1 ..L.L..."'.'"... .7,1 ......"..' . : , :: :...,,, ' ,... . . . C 64 IIIII INSPECTION RECORD .e- .- - Retain a copy with permit a / 032-0 v,- PERMIT NO./ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 A... ' fl. ' Projec5 6 01....F Type of Inspection: FOCM Al 616 g Addr • Dale Called: satriroerpg P-1 in -6 16 1 Speomi Instructions: Date Wanted: 0 - am. 410 Requester: F .. :5 6 141\60 9P6 1N5P. @-, 12:VD- Ftme Na: 1 40 ( 1 - 1 0 Approved per applicable codes. X Corrections required prior to approval. COMMENT 1 ' f- _ , ...<;401.-.1.401 "7 t e "Y ie -0 r>4.9( .4,:g.,!:;: ....-..e.- i ).-) g i....€4% A.-..,e,p2.1, (fia..-51 r, 01. 0 , --. . /0 ,7e-t. A-77 , ./- 1-s v-.9249 .1.-- cl /.."1"-z-g //e.7 A? e .... .. . 4., )-1-, 7 4-4..-. > , , • • . . . i , . , ., , -, , • - , ,, , , . . . z , . 6 . . 6 . . InsPector: / a 4, IA A .012-1 El paw REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , s , Receipt No.: Date: ....,....4.14„:,,,,,,..44; ., , ,..,,,. ...,,.. ,,,,,,??,,, ;.., ,.., ..v. :,......2 . . , ,.., .. , ...... J,g• ,v,..,... /.... ,. ., , - , . .. . . , . • . . `ti 1. I Fireproofing ) Aggregates Shotcrete March 7, 1996 -,;. Concrete ` I " , ' Masonry Asphalt Roofing fa E! P i l i n g S t e e l File: 95 -395 A.A.R. TESTING S o i l s LABORATORY, INC. W o o d CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCREDITED LADORATORY City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 • Project: Tukwila Driving Range Address: 18791 Southcenter Pkwy Permit No.: B950320 This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Reinforced Concrete 2. Augercast Piling 3. Structural Steel Fabrication 4. Structural Steel Erection 5. Hold Downs All work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Our last report is dated March 6, 1996. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Freiheit President cc: Ferguson Construction Southcenter Golf Inc. RECEIVED MAR 0 8 1996 �. COMMUNITY DEVELOPMENT Tel: 881-5812 Fax 881 -5441, • P. O. Box 2523, Redmond, WA 98073 • ________._.________________-______ • • . - . ,t.. . ‘...: ...z. 7 CITY OF TUKWILA ,?. Address: 18791 SOUTHCENTER PY Permit No: 895-0320 Suite: Tenant: SOUTHCENTER GOLF INC. Status: ISSUED Type: 8-BLDG Applied: 09/19/1995 . Parcel #: 352304-9015 Issued: 09/21/1995 ******4***********4*******A********** • Permit Conditions: . 1. No changes will be made-tOthipla:Pfr?,40 by the Architect or Engineer and Tukwila a'uflAilvision. 2. All permits, inspection records, ankapprovgdtaps shall he „ available at t*1166 sttap), to‘the stateojf struction. ,00.4.'6 docinWapWa'rel aPiOamail- . able until4onal . approval Is 9t . 3. All struc061 concrete shall he speeial ORO\ Sec. 306(a)1)4 c .'t; ,.i ,..'''' t ,1 fp'• , , , 6)..,;•„ •?, 21 ih V '';' A . 4. When spg0a1( is,raqiilrad tha architgot or engineer shalil§nOtifye Tukwila'Elyff*ltig _ Divis00 of „appoi#tmenf.;.tha inspection agencies prior i:5U the flyistb4.ilding inspgCtionW._Cdpies of all speeIal ins6cpanrgports shall be submitted to the Buildtpg',,T Div Von: . a 51mely niannar4/0eporfr'shall contain address ,,,, project Paoli', permit number #nd, typgqiiinspection bOrfg M performed. ; •i „z:..,., .".•• '',, ,' '; f,, `,',. A 5 ; , ' ,):'' S. The inSpector fyrial signed report sta*VngWhkher'thp/WOractioringsp4O141:jnspection;waS, i „ M to the base of the insPaCtOS 10 conformance witfraapO'rci.yed:iplanS2andjiPeC)f4OatlOns-„andthe appliCablg, ' V 11RL '' ,4 ' .`, , ,. . . ,. wortransh J P .: 0'1? v i sl'ons,,,ot-the UBC. / ,„ ... ,,;/ •-••::; „ , , , ,i. ,1 .;, • , - i '! A 6. Subgrfa including drOpageexCavation, ir *4e /0 comlia:O.elOnand'jill requirementslialWcionform;strictlyw,?,thi . recommendations given in the soils ' r:ppOrit%) ''', I : v ,,, -v- T. All'c*stmAtion.'t,o be done in c5pfqrma41J:h approved /-I . .: ).,‘ • plans.' requirements of the Uniformiiiulldin'i0Cede (1994 Ar . . Ed i t i onc?I''ias. anfeAded ,';',,Uniform Me0)an i ci'h„.(oder(1094 E d i t i o n . ' and WashAirgton Sate Energy Code (1994 Editt06). AN 16 ' • q . . Notify the L. It!.de . .GIty'tAfju l kwtTaluilding Div pr lot 0 placing aPV,;;,Concreee. This Ordcedure"AS in addttiton ti6Ohy requirements'. for inspeotion,,, 9. Validity of Permit. The is0aPereOfajpermit orAppr,oval of plans,, specifications, and cbMptitatiOni)shall,nWpg con- : .. , .4 V, , strued to be a perMitCifor,,, or 0 an approva .. of any of the provisTOWsithe.1)0141414::00.-Or of any other ordinance of the jurtsdtdt,low.Na presuming to give authority to violate or cancel the provisions of this code shall be valid. . . . . . . . , . . . . . . . ' . . . - . . . .. ,„ . . . ' . . . . i _ . . . . . „ . . . _ . . . , . . . . . . -..:-.- . • . _ . . . . . . • , - • . . . . . • . . . . . . . . . , . . . , . . . . GS- 39s • 4P" PACRIM GEOTECHNICAU INC. i Nifty GEOTECHNICAL ENGINEERING AND APPLIED EARTH SCIENCES 10700 Meridian Avenue North, Suite 406 • Seattle, WA 98133 • Tel: (206) 365 -8770 • Fax: (206) 365 -8405 December 5, 1995 iSU'ic' A.A.R. Testing Laboratory, Inc. P.O. Box 2523 Redmond, WA 98073 Attn: Ms. Kim Freiheit Report of Pile Monitoring Services Proposed Driving Range Development 181st Street and 57th Avenue South Tukwila, Washington, for Southcenter Golf Inc. Dear Ms. Freiheit. This report presents a summary of our monitoring services for the installation of auger -cast piling for the Southcenter Golf Driving Range. The two story driving range building is supported on auger -cast piling in accordance with the recommendations provided by Geospectrum Consultants Inc., in their report dated June 3. 1994. The scope of our services for this project included the following: (i) Review of Geotechnical Report and addendum prepared by Geospectrum Consultants Inc. (ii) Review of Plans and Specifications (iii) Monitor installation of auger -cast piling (iv) Monitor installation of grade beams on auger -cast piling (v) Prepare report that summarize the results of our observations. OBSERVATIONS A total of 74 auger -cast piles of 18 -inch diameter were installed from October 9, 1995 to October 11, 1995 by the McDowell Northwest Pile Driving Company. The pile locations were laid out by Ferguson Contracting. The piles were all installed to a 35 foot depth below the site grade. A field engineer from PacRim Geotechnical Inc. was on site during the drilling and installation of the piles. Pertinent data for each pile was recorded in the field, including drilling time, casting time, cast length, volume of grout used, pump pressures, and hydrostatic head of grout during casting. The data collected were recorded for each pile on individual pile installation record forms, and a summary of each day's activity is attached to this report. The summary includes the field engineer's daily memos as well as the summarized pile installation data. The individual pile records are in our files and are available for k.". COVED DEC 18 1995 COMMUNITY ,EVELOPMENT • . • A.A.R. Testing Laboratory, December 5, 1995 Page 2 review, if required. Grout samples were taken by a representative of A.A.R Testing Laboratory Inc., who was present on site during all 3 days of installation. The pile identification noted on the summary sheet is the same as that used in the foundation plans of the Architect. On October 25, 1995, the undersigned inspected the pouring of the grade beams over the west half of the Club House. A field memo of that inspection is provided at the end of the report. CONCLUSIONS Based on results of our observations during construction, it is the opinion of PacRim Geotechnical Inc. that all of the auger -cast piles are founded in competent soil and were constructed in accordance with the project plans and specifications, and the recommendations provided in the Geospectrum's Report dated June 3, 1994. We appreciate the opportunity to provide these services and look forward to working with you in the future. If you have any questions, or require further information, please call. Yours very truly, PacRim Geotechnical Inc. b Y ? • +. 4 • exair�CS: a 2= 2 a- 96 Harbans L. Chabra, P.E. Principal Attachment- 2 copies submitted DEC 18 : 1995 COMMUNITY DEVELOPMENT DAILY FIELD REPORT Job Number: 013 - 001 -01 Date: 10/09/95 PacRim Geotechnical Inc. Project: Southcenter Golf / 10700 Meridian Avenue North, Suite 406 Seattle, Washington 98133 Location: Telephone: (206) 365 -8770 Owner: Southcenter Golf Inc. Fax: (206) 365 -8405 Contractor: Ferguson Contracting ---� Engineer: Harbans L. Chabra TO: Kim Freiheit Weather: Cloudy and overcast A.A.R. P.O. Box 2523 Report Sequence Number: 1 Redmond, WA 98073 Page 1 of 1 Today I monitored the installation of augercast piles at the Southcenter Golf Inc. site for driving range. The piles were installed in accordance with the soils report dated June 3, 1994 prepared by GeoSpectrum Consultants Inc. The piles installed were 18 inches in diameter and 35 feet long. During installation the grout pressure, grout volume, and speed of drilling and withdrawal of auger were noted for each pile. The pile installation summary is attached. Based on the result of the observation we conclude that the piles have been installed in accordance with the recommendations presented in the soils report. The piles were installed by McDowell Northwest Piledriving. Copies To: Rod -- Ferguson Contracting Signed: „Tic D - PACRIM GEOTECHNICAL IN COMMUNITY i:,E VELOPMENT \- Augercast Pile Summary k.. ' Pile Pile Len th Volume Volume Grout Date Sequence 9 of Hole of Grout Pressure Remarks # Location (ft) (cu ft) (cu ft) (psi) 10/9/95 1 AS 35 61.9 74.1 310 2 B5 35 61.9 81.9 310 3 A4 35 61.9 83.2 310 4 A3 35 61.9 85.8 310 5 A2.5 35 61.9 80.6 310 6 B4 35 61.9 75.4 310 7 B2.5 35 61.9 83.2 310 Delay in casting pile * 8 B3 35 61.9 79.3 310 9 C4 35 61.9 72.8 310 10 C3 35 61.9 91.0 310 Delay in casting pile* 11 04 35 61.9 78.0 310 12 D3 35 61.9 72.8 310 13 E4 35 61.9 74.1 310 A All piles are 18 inch diameter. * Late arrival of concrete truck. • RECEIVED DEC 18 1995 PacRim Geotechnical Inc. COMMUNITY DEVELOPMENT • DAILY FIELD REPORT Job Number: 01 -001 Date: October 10, 1995 PacRim Geotechnical Inc. Project: Southcenter Golf 10700 Meridian Avenue North, Suite 406 Location: Seattle, Washington 98133 Owner: Southcenter Golf Inc. Telephone: (206) 365 -8770 Fax: (206) 365 -8405 Contractor: Ferguson Contracting TO: Kim Freiheit -- A.A.R. Engineer: H.L. Chabra, M.J. King P.O. Box 2523 Weather: Rain Redmond, WA 98073 Report Sequence Number: 2 Page 1 of ,_ 2 H.L. Chabra: Due to heavy rain the previous night the concrete truc :which arrived at 7:00AM was bogged down and had to be pulled out by a tractor. The grout pump and truck were repositioned in the gravelled road and drilling started just after 8:00AM. During installation of 2nd pile, the grout hose was plugged up and had to be cleaned before casting the pile (F -4). Mike King arrived at the site @9:15 and took over the monitoring of the rest of the piles. Monitored up to pile #20. Mike King: Observed drilling and construction of augercast piles. Report sequence #21 to #47 for a total of 26 piles. Off -site at 3:00P' (1500 hrs.). See attached field record sheets. Returned to office to prepare field report. Copies To: Rod -- Ferguson Contracting Signed: ti) _ n r . 1 8 199 PACRIM GEarEC gN.CN ITV ::;EVEi-OPMEN " _ ; --. Augercast Pile Summary Job #013 -001 Pile Volume Volume Grout Date Sequence Pile Length of Hole of Grout Pressure Remarks •Location (ft) , # (cu ft) (cu ft) (psi) 10/10/95 14 E3 35 61.9 78.0 310 Soft drilling 17- 31feet 15 F4 35 61.9 87.1 350 Soft 18- 28feet , 16 F3 35 61.9 85.8 350 Soft 10- 12feet, 15- 26feet F 17 G3 35 61.9 74.1 350 Soft 12- 28feet 18 G4 35 61.9 76.7 320 Soft 15- 26feet 19 H4 35 61,9 78.0 350 .+ 20 H.3 -2 35 61.9 88.4 350 i 21 H.3 -2.5 35 61.9 84.5 350 r, 22 H3 35 61.9 84.5 350 23 H.3 -3 35 61.9 87.1 350 y' 24 J4 35 61.9 85.8 350 25 J3 35 61.9 78.0 350 k 26 J.4 -3 35 61.9 89.7 350 27 J.4 -2.5 35 61.9 81.9 350 28 J.4 -2 35 61.9 88.4 350 '' 29 K2, 3.5'N 35 61.9 92.3 350 i i 30 K2.5 35 61,9 87.1 350 is 31 J3, 3.5'N 35 61.9 84.5 350 32 K4 35 61.9 85.8 350 33 K3, 3.5'E 35 61,9 92.3 350 G 34 L4 35 61.9 84,5 350 35 1.3, 3.5'W 35 61.9 89.7 350 36 L2, 3'N 35 61.9 84.5 350 W 37 L2,5 35 61.9 83.2 350 38 L3, 3.5' E 35 61.9 84,5 350 39 L3, 9'E 35 61.9 83.2 350 40 M2 35 61.9 78.0 350 41 M3 35 61.9 78.0 350 42 M4 35 61.9 81.9 350 43 N4 35 61.9 85.8 350 44 M3, 9'E 35 61.9 81.9 350 45 N2 35 61.9 89.7 350 ' 46 N3 35 61.9 87.1 350 47 T3 35 61.9 92.3 350 A All piles are 18 inch diameter. ,'-;,E I D PacRim Geotechnical Inc. , COMMUNITY DEC 1.8 . 1995 � :.. ":3 /ELOPMENT DAILY FIELD REPORT Job Number: 013 -001 Date: October 1 1 , 1995 PacRim Geotechnical Inc. Project: Southcenter Golf 10700 Meridian Avenue North, Suite 406 Location: 180th and South Center Mall i Seattle, Washington 98133 Telephone: (206) 365 -8770 Owner: Southcenter Golf Inc. Fax: (206) 365 -8405 Contractor: Ferguson Contracting il TO: Kim Freiheit -- A.A.R. Engineer: Michael J. King P.O. Box 2523 Weather Rain Redmond, WA 98073 Report Sequence Number: 3 Page 1 of ?- Arrived @ 7:30 a.m. (0730 hrs) Observed drilling and construction of augercast piles. Report Sequence #48 to #74 for a total of 26 piles. Off -site @ 1:30p.m. (1330 hrs). See attached field record sheets. Returned to office to prepare field report. i i '; rt i t i k , Copies To: Ro•-- Ferguson Contrac ng Signed: ` _. `e,- ' c E j k Ste' D _ PACRIM GEOTECH C iN . 1995 COM'MUNI UNITY DEVELOPMENT { . `' I { r Augercast Pile Summary Job #013-001 Pile Volume Volume Grout Date Sequence Pile Length of Hole of Grout Pressure Remarks # Location (ft) (cu ft) _ (Cu (cu ft) (psi) - 10/11/95 48 1K 35 61.9 88.4 350 Battered eii ,p arkin lot k 9 49 K2 35 61.9 88.4 400 50 L2 35 61.9 91.0 400 51 1 L 35 61.9 87.1 420 Battered pile 52 P2 35 61.9 84.5 400 53 P4 35 61.9 89.7 400 54 N3, 9'E 35 61.9 89.7 410 55 P3 35 61.9 81.9 410 56 P3, 9'E 35 61.9 Meter stuck, no count 57 Q4 35 61.9 89.7 410 i, 58 T3. 9'E,3'N 35 61.9 85.8 410 59 T4 35 61.9 93.6 410 60 T2 35 61.9 88.4 410 61 T3, 3'N 35 61.9 81,9 410 62 S4 35 61.9 88.4 400 s 63 R4 35 61.9 87.1 410 64 S2 35 61.9 78.0 65 S3, 9'E 35 61.9 80.6 410 66 S3 35 61.9 81.9 400 67 R3, 9'E 35 61.9 • 84.5 420 68 R3 35 61.9 87.1 420 69 R2 35 61.9 88.4 420 70 Q3, 9'E 35 61.9. 87.1 420 71 Q2 35 61.9 , 94.9 420 72 Q3 35 61.9 91.0 420 73 T2.5 35 61,9 93.6 420 74 T2.5, 9'E 35 61.9 84.5 410 ^ All piles are 18 inch diameter. 5 . f b ' 4': o RECEIVED '';' DEG 1 8X995 • PacRim Geotechnical Inc. COMMUNITY DEVELOPMENT . • DAILY FIELD REPORT Job Number: 013 - 001 -01 Date: 10/25/95 PacRim Geotechnical Inc. Project: Southcenter Golf 10700 Meridian Avenue North, Suite 406 Seattle, Washington 98133 Location: Telephone: (206) 365 -8770 Owner: Southcenter Golf Inc. Fax: (206) 365 -8405 Contractor: Ferguson Contracting Engineer: Harbans L. Chabra TO: Kim Freiheit Weather: Cool and clear A.A.R. P.Q. Box 2523 Report Sequence Number: 4 Redmond, WA 98073 Page 1 of 1 At the request of A.A.R., I visited the site to observe the foundation preparation work prior to the concrete pour for grade beams. At the time of inspection, the contractor was finalizing the tying of steel reinforcement for the beams. All the pile tops had been jet cleaned and roughened such that a good bond between the pile tops and the grade beams could be acheived. Based on my observations and review of site plans, it is our opinion that the foundation has been well prepared for the design loads. Copies To: Rod -- Ferguson Contracting Signed: IRE11 AVED 8 1995 PACRIM GEOTECHNICAI, UNITY • DEVELOPMENT CPA OFFICES 2068851866 P.02 MEMORANDUM DATE: September 19, 1995 TO: Duane Griffin, City of Tukwila Building Department FROM: Chris Bennett Ct. RE: Driving Range I hereby request the. Building Department issue a foundation permit only, which will limit us to installing underground utilities, rough grading and foundation. I understand there Is a possibility there will be changes necessitated by the design review. In the event this occurs, any changes required on any work performed to date will be acted on as you deem necessary and the City of Tukwila will be held harmless. RECEIVE" SEP 1:91995 F COMiivlum I Y OEVE.OPIVIENT SOUTHCENTER GOLF, INC. 8250 185TH AVE N: E., REDMOND, WA 98052 (206) 881 -7494 \/ ..........: „ . .,..YO_n >„<, .....,,.,.....a : rq” ,,, ', % .mmt f • . �C) 4 = 41� ° 1 ' K aty of Tukwila John W Rants, Mayor ''t,0`�••. , i;� 'rf ' : Department of Public Works Ross A. Earnst, P. E., Director 1908 NOTIFICATION OF UTILITY PERMIT ACTION a. TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: September 19, 1995 SUBJECT: Southcenter Golf Inc. .Boi 18791 Southcenter Parkway Project No.: PRE93 -026 Activity Nos. PW95 -0300 and PW95 -0301 Contact Person: Mr. Edi Linaric Phone No.: (206) 283 -4764 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON September 19, 1995: PERMIT FEE PW95 -0300 STORM DRAINAGE $25.00 PW95 -0301 LAND ALTERING $15.00 TOTAL: $40.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. If there are any questions that may arise, please advise me at the number below. JJS /mv Attachments a/s Q;\MIKE \UPASCGLF cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) 61 OM/ ova• - a 6300 Southcenter Boulevard, Suite #100 • Tukwila, s hington 98188 • Phone: (206) 433 -0179. • Fax (206) 4313665 � �.• ........ ... ...'.' a' 1 " a;': hr"`.•. v». n w..... w...,-......._.......1......«...: e.. w... an. +..M1Uavt'.uvvrv'.evxinnv....... ,........ ........ w... ... �r': C ; t' r i ,st,,,,i 4 r. ' 1 , ■ ■ ,�:t + i t t?Yit'tt r ".•;,'/.. . • AS • I . - ii i s v } ! •, ''A N 'aa' i�• .'., . n,4,y A d r i t di�rti r, r '; }'r �.�,�' ~:tom •• .t 1' ..�4 \ 'f:i . " x z. y i. ri �ft� fA \ 'Y >f '• w t : ma y , 'r9 �i 3 • ta la ' `'^:'��;•. " , � , ft R f 3 } a }tee 1J; i. r 4 / Ji { � +� �(�I�It�1Sty ' i �(� L. a rbb.. m • 1;4'6 , . �4. t. ., » Tvi..1.°1„.-1:: \'; Y • � \ • r `J' i . i i b i � .L .. . i4 t` e tjr • Li ' t� Y V .c,' ^i ►i.ra Ac. f, "q..t >3..•' S r 1 ` 19 4 t i f • ` '7 . c �sZ r'. # r l ' 6 ( " iy i . c.- A - , W b y r v, ,, X t �. a ,ljR , •T . v. ., '< ■ m �V I�' M C s ` ml Z li. 4 @ k. n m0 • °a o m ° s m °m N \ 2 v O z 5 1, D 1 \ Di i RECEIVED CITY OF , TUKWIIA • S E P 1 9 1995 PERMIT CENTER 1 F -v • _ L JO . architects Ilnardlc design group . architects • 1319 dexter ave. n suite 260 E II I U n IUI�VVI I1 _ E2: wattle, WA. 98100 C206)283 -4744 . A -1 COVER SHEET �� L/). (U C -1 DRAINAGE PLAN C -2 GRADING AND TESC PLAN REPRODUCED- . C -3 SECTIONS AND DETAILS _ _ FILE COPY WRITTEN CONSENT OF A. APPROPRIATE OWI GS TO maul..., .u.. conlutv WM 14 THE ABOVE I_ J �I P� I I L_ J I I I 1 A -2 OAERA ITE PLAN I Onac -tantl that iho Flan Cr.CCI< C-. _:0 cB a1m E 8 O f I I I t I I I o A -3 PARTIAL SRE PIPN pia e" '0 not Bntl ize th ona lat - J of J L DETAILS LS 1 -- , �-?PrV ( A - sEE DEr glens doe Ra aMOrW ua violation of eIry PA ^'ML nrrT TLO01 PLAN CCOpt6d code ar aLUlrmo f11011pt o1 CorN _ _ i i rum��;EDOwn rLOOR rv' RziJ BN� COPY c7 RPPT019d 444O, E Ii: 1 ATIONS Date Q �I (]� 2D ± .'it---- 1 - 1 - 6fNEGEIUNG -. \ J C IF) F J - OE3 C> --9 1 1' / 'CL ,..1._-.r F ti. • Permit N6 - . - Y ? " -' IV:.rM•L - -- .. c?n:.l --.T S -1 FOUNDATION SECTIONS AND GENERAL NOTES RE H ALL �Y B S • s -2 PPIRTW. FWNDARON fl5r PORTION NO CH ANGES SHALL BE MADE TO consultants • • - - -:- . PLAN, -'- __ THE SCOPE OF WORK WITHOUT PRIOR 5 ROOF FRAMING PLAN APPROVAL OF WUKWIUIR BU DIVISION. NOTE: REVISIONS MAY INCOME HD NEW PLAN N V r : : s AND MAY LE ADDITIONAL PLAREV,/ FC :; • • PROJECT ADDRESS: 181ST ST. AND 57 AVE SO. TUKWILA • SITE AREA: 22.62 ACRES 985,327 SO. FT. APPROX - IMPERVIOUS AOEI: 63.000 S0. FT. M �i //� �� 2 2 I �� M PERVIOUS AREA 22.62 ACRES 1,CMC�a1- 303© aUI IrO0O Cam] S LI LIVLJ IEJO�3 I ° /I ° / MLE V UA aOU VS ZONE PANCf: R -A RETAIL 8 -2 CONSTRUCTION TYPE: V -N SPRINKLERED - - - - SECTION IDENTIFICATION • BUILDING AREA , - .- - LOCATED ON SHEET FIRST FLOOR 1 I Z 0 DSO. FT. I AND E0, EQUAL O.C. ON CENTER SECOND FLOOR 71 6 0 50. FT. THAT P4A' OF GOVERNMENT LOT 6 1 O SECTION RO, TOWNSHIP 5 40 2] NORTH, A ANGLE EQUIP. EQUIPMENT 0/ OVER TOTAL BUILDING AREA 1 850 SQ. FT. RANGE 4 EAST I4. M., LYING NES1'ERLY OF COUNTY ROAD NO. 540 ISOUFIICENIER PARKWAY), @ T EXIST. EXISTING DPP. OPPOSITE BUILDING HEIGHT 30' -0' MAX L1 DETAIL IDENH SHEET L CENTERLINE EXPO. EXPOSED P.I.V. POST INDICT TOGETHER WITH THAT POMO!, OF GOVERNMENT OAT 7 IH sAID SECTION 35 \'.' cam_ LOCATED ON SHE # DIAMETER OR EDT. EXTERIOR' PL. PLATE i DESCRIBED AS FOLLOWS: LLYY ROUND _ PLYHD P P PARKING PROVIDED WI STILL PERPENOCULAR F.O. FLOOR. DRAIN P.P.- POWER ORED POLE • BEGINNING AT AN IRON PIPE SET AT TIDE INTERSECTION OF TILE NORTH LINE OF A F POUND' OR NUMBER P.C. ' FIRE EALING . SAID GovETURIENT LOT 7 WITH TILE WEST LINE Or COUNTY ROAD ILO. 6; WISHER R. RADIUS OR F THENCE WEST ALONG SAID NORTH LINE 210 FEET, MORE OR LESS, TO AN IRON A.O. ANCHOR BOLT F.H. FIRE HYDRANT R - ROOF BRAIN PIPE AT THE FOOT OF HE HILL; Q ELEVA ¶ON IDENIIFlGRON ACOUG. AC FIN FI NISH'' REC. RECORNENOEU / / ^�. 'F-r,�`Irl' I�� /� IT-,�\IT1I • THENCE SOUTHERLY AI011G TIDE FOOT oF' THE HILL 259 FEET, !TORE OR LESS, To A t �F� -- LOCATED ON SHEET A.F ABOVE FINISH .,FLASH. FLASHING REF. REFERENCE " ��\y 1 < �\y lO �� AN IRON PIPE IN THE WESTERLY LINE OF SAID COUNTY ROAD NO. 76; V FLOOR FLU. FLOOR REINF.'REINFORCED nV V JJ LLLLLTU V THENCE. NORTHEASTERLY ALONG SAID I4ESTERLY LINE ]1] FEET, RDRE OR L.5, A - GOON. AGGREGATE FLUOR.: FLUOOESCEHT - - WEO'D. REWIRED TO THE POINT H OF BEGINNING; ALUM.. ALUMINUM POUND. FOUNDATION RM. ROOM - ANOD. ANODIZE° ■ FRH'G. FRAMING • AND TOGETHER WITH THAT PORTION OF THE NORTHWEST 1/4 OF THE SOUTHWEST APPROX.APPROX SMATC FT'. F007 On FEET S. SOUTH GENERAL NOTES: 1/4 OF SAID SECTION 35, LYING EASTERLY OF THE Wo - - ORILLIA ROAD EXTENSION 1- - ROOM NUMBER ARCH. ARCHITECTURAL. FIG. FOOT ING S.C. SOLID CORE AS ESTABLISHED IN VOLUME 32 OF COMMISSIONERS RECORDS, PAGE 564, ASPI I. ASPHALT FURS. FURRING SCHEB- SCHEDULE - /. PROVIDE EMERGENCY LIGHTING AT EACH EMT CORRIDOR AND FIRE ALARM SYSTEMS AS REVIEWED BY LOCAL BUILDING OFFICALS �..1 DESEAIOEU AS H FOFOLLOWS: O E, o -. - -- RO NAME . _ - SHE. SHEET AND FIRE MARSHALL. project titles BEGINNING AT THE WEST 1/4 CORNER OF sP.I SECTION 35; ( nOn SILO G. (WIGAL, Ga. GAUGE SNT'G- SHEwTHING T 1 DING GAL GALVANIZE° SIN. SIMILAR 2. PROVIDE A MANUAL FIRE ALARM MOUNTED AT 1" ! THENCE 5OU'Til 07 DEGREES 56 ' DO SECONDS EAST ALONG THE FAST -WEST °I-K. BLOCK G.C. GENERAL CONTRACTOR SPEC- SPECIFICATIL 52" ABOVE FINIS FLOOR PER UBC CENTERLINE 960 FEET'; O1 o- - DOOR NUMBER BLA•G. OLOSKING GL. GLASS SO. SWARE - 3106(0)3 OF UBC E THENCE SOUTH 52 DEGREES 2F MINUTES 59 SECONDS WEST 727.57 FELT; eR. OEnM ' GOD. GROWN° STD. STANDARD 3. HOT AND COLD WATER PIPING SHALL BE INSULATED THENCE SOUTH 85 DEGREES 56 MINUTES 00 SECONDS EAST TO THE EAST LIEF OF DOT. BOTTOM GR. GRADE STL. STEEL WITH R -3 INSULATTON(F AMESPRFAD 25 OR LESS PROPOSED GOLF RANGE FOR SAID EST 1/4 OE THE J i ZEST 1/A• O.U.R. BUILT UP ROOF GP. GROUP STOW. STORAGE LL � A. CONTRACTOR TO VERIFY A G SME CONORIONS THENCE E M t1aR0ORT 'P 04 DEGREES On MINUTES 00 SECONDS EAST ALONG SAID FAST G.H.B. GYPSUM HALT. STRUC. STRUCTURAL 5. CONTRACTOR TO NOTIFY ARCHITECT ITECT IMMEDIATELY OF ANY DISCREPANCIES IN PEE CONTRACT DOCUMENT )OIL � I U W ' U ' U U �n W LINE TO THE NORTH NORTH LINE OF SAID SUBDIVISION; 55001 O" GRID IDENTIFICATION AB. 'CABINET OOARO SUSS. S ° g SUBCONTRACTOR R BE CRA FOR CUTTING AND PATCHING IN 1HIER AREA Lf uv • THENCE NORTH ET DEGREES 56 MINUTES TES 00 00 SECONDS WEST ALONG SAID NoRTR 7 REPETITIVE FEATURR E MAY BE DRAWN ONLY ONCE , BUT SHAL BE PROVIDED AS IF DRAWN IN FULL LINE 0'O NIlE TRUE POZHT OF DEGINNING; H. CENT 5Y. SERVICE G rA Il .. CHANNEL ROHR. HARDWARE SYN. S 8. TIGHIENE DOWNSPOUT TYPICAL AND INSULATE AT PENETRATION OF OUTSIDE BUILDING ENVELOPE 11 IO n r� LLS III VIlls \VII r\(J' EXCEPT THAT PORTION TUEREOF DESCRIBED A FOLLOWS. I ,J. CONTROL JOINT MOCP. HANDICAP " i- S/H SIDEWALK 9. 5C5O AND F OR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, 'I-G. CEILING HOED. .HAREWODO - - - BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF ' SERVICES CENTERLINE L NB. . CLEAN B. HOSE 0180 T. TREAD - ENVELOPE SHALL BEGINNING AT A POINT WHICII IS 444 FEET Sou'TH AND 571.5 FEET EAST OF - -- -_ - _ - .0. CLEAN OuT NC. MOLL. CORE - T.C. TOP OF CURB THROUGH WALLS. FLOORS, AND ROOF; AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE C • THE WEST 1/4 COMER OF SAID SECTION 35; OL. COLUMN N . HOLLOW METAL ...TEL. TELEPHONE AL S U TR, EMATI OR WEA N E HOOK RATED PER SHAFTS ON 502.4.1 HENCE NORTH SS FEET; - INC.. CONCRETE I IORtZ. IIUR12oNTAL E t T.6G. GN A or 10. ALL DUG( PENETRATIONS ATONE HOUR RAZED SHAFTS • THENCE EAST 421 FEET; CONNECTION FRO. II Un - K. K REQUIRE ROE DAMPER PER SECTION 4306(J). THENCE SOUTH 246 FEET; STItUCT10N II T. III:IGIH T.O.P. TUPOF PLATE I1. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED THENCE WEST 421 FEET; PROPERTY UNE ONT. CONTINUOUS - T.P. TOO OF wL P OF PAVL+4I OR MARKED BY AN APPROVED AGENCY THENCE NORTH 161 FEET TO THE POINT OF DEGIIRIING; IAmIC ILL • H T 12. ELECTRICAL, MECHANICAL AND SPRINKLER SYSTEM ARE BIDDER DESIGN - - - - -' -- " -- - -- - IR. CENTER INST. . INSULAriON IN SVLLL/.TIO Ty p. p - TYPICAL ICAL 13. CONCRETE WALK TO BE EXPOSED AGGREGATE FINISH, SLOPE TO DRAIN, EV' JOINT 0 20' -0' O.C. TJ 0 5' -0Y O.C. OR PER CRY SPECS AND EXCEPT THAT PORTION CONDEMNED Ili KING COUNTY SUPERIOR COURT CAUSE TEN. COUNTER SUNK INS UL N0. 59(1470 FOR PRIMARY STATE iiIGtll. 110. 3; INT. INTER I ON U.O.C. COI °DILL 1 14. ALL MATERIALS INSTALLED IN TO BE FL FUTO BE RD Ill SPREAD 1 RS TO BE MESPREAD 11 Di - 00.LE E ALL MATERIALS N CARRIDO IN 'T • DEPATImEN1 LAM. LnI4IrvnTi:o UHF. uNFINISHEO Alt ROOF M FI - SWNiE ARE TO BE FLAiAESPREAD Ill SITUATE IHE CITY OF Turta LA, COUNT'! of KING, STATE cF WASMI!1GT N. �" LO. POUND 15. ALL ROOF 1505 SHOWING EQUIPMENT MUST BE APPROVED BY STRUCTURAL ENGINEER - o DETAIL U.O -N. UNLESS NLESS °THEM: - ,1-- REVISION CLOUD tat. DT /.METER LOG. LOCnr ION WITH DRAWINGS SHOWING N AND 11EDOW M PRIOR TO INSTALLATION 18 THE CONTRACTOR IS RESPOS! OSIBNE L£ FOR APPLYING AND SECURING ALL PERMITS EXCEPT THE BUILDING PERMIT H4. OIMENSI Orl TUKWLA 1 -IDENTIFICATION NUMBER DOWN I NAIL. MA • vERT. vERTICAL 17. AU. DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED L BOOR - MAX. . MAXIMUM 18. PROVIDE HORIZONTAL AND VERTICAL FIRE BLOCKING IN ALL FRAMED WALL O 10' INTERVALS PER F UBC 2516 F(2)(A) S. DOWNSPOUT • MECH. MECHANICAL H. WEST 19. ENCLOSED ATTIC SPACES SHALL BE DIVIDED INTO HORIZONTAL AREAS NOT EXCEEDING 9000 SQ. Fr - WITH NO HORIZONTAL :G. Dnn Wi N'. MFR. ANHFACTUREFI Of ROTH -- DIMENSION EXCEEDING 100' (BELOW ROOF) M M.H. MANHOLE HO: H THEN HOOD 20. THE NET FREE VENTING AREA SHALL NOT BE LESS EN 1 /300TH OF THE AREA OF THE SPACE VENTILATED sheet title: LAST • MIN. NII NUN HON. WINDOW 21. ENCLOSED FLOOR SPACES BETWEEN FLOOR AND CEUNG SHALL BE DMDED INTO AREAS NO LARGER THEN 3000 S0. FT. S EACH MISC. MISCELLANEOUS W/0 WITHOUT WITH NO HORIZONTAL DIMENSION BET HA BETWEEN STOP EXCEEDING 60 FEE/ AND SHALL BE [AIDED BY PARTITION CONSISTING ROASTED J. EXPANSION JOINT H70. MOUNTED O.P. WATERPROOF OF 2X MEMBER WITH 5/8' GIVE; W ON ONE S1DE FIRE TAPED SHEET ELEVATION - METAL H.R. WATER RESISTAI 22. PROVIDE A FLOOR OR LANDING NOT GREATER THEN 1/2' ry BELOW THRESHOLD AT ALL DOORWAYS Ly®W/LSR rypT�T� SWLS IS p EC. ELECTRICAL. HSCT• VAI C T ELEVATOR NORTH T . WEIGHT 23. PROVIDE ALL SICNAGE REQUIRED BY CODE INCLUDING A BUILDING ON FACE OF BUILDING, LETTERS TO BE A 10 MINIMUM ENCLOSURE • � N.I.C. Nor In Corvr7CT - SYMBOLS OF HIGH DENSITY STYROFOAM WITH A METALIC FACE P • ' •EL ECT n ICAL. PANEL N N Reen - 24. PROVIDE TYPE 2 -A 10BC FIRE BIGUISHERS PER CODE LOCAL BUILDING OFFICIAL AND FIRE MARSHALL N.T.S. T EXI SCALE 25. INSTALL T SIGNS AS REQUIRED BY CODE AND LOCAL OFFICIALS . 28. INSTALL ALL BACKFLOW PREVENTION DEVICES AS REQ. BY CODE AND LOCAL BUILDING OFFICIALS , - "F� ,. (• , 27. ALL CONSTRUCTION SHALL CONFORM TO THE 1991 EDITION OF THE UBC 28. SPECIAL INSPECTIONS SHALL BE APPROVED BY THE BUILDING OFFICIALS PRIOR TO RESIS CTION p v v - II-5. CD ILJI��VI F� FT S [ I U T LITZ= ILJI�VV' 11 4 29. A V BUILDING EN MT FACE INSULATION OF INSULNTIS INDICATED ON PLANS PROVIDE A FIRE E RESISLNE FOIL FACE INSULATION OR � / �, � � + ,, - L I (� /= 0 30. PROVIDE ILLUMINATED EXIT SIGNS AS INDICATED ON DRAWINGS AND AS REQUIRED BY CODE AND LOCAL BUILDING OFFICALS 31. TOILET ROOM TO HAVE SEPERATE AND INDMDUAL EXHAUST SYSTEMS IN A SEPERATE SHAFT SEE SEC 1102.1 UMC • ' 32. SUSPENDED CEDNGS TO BE DESIGNED FOR EARTHQUAKE ZONE 3 33. INSPECTIONS SHALL BE PREFORMED PER UBC 302(C) 34. MECHANICAL AND ELECTRICAL SYSTEMS PER WASHINGTON STATE ENERGY CODE. UNDER SEPERATE PERMITS ARCHITECT STRUCTURAL ENGINEER CML ENGINEER cITY OF TUKWILA • I LINARDIC DESIGN GROUP SHUTLER CONSULTING ENGINEERS SITE DEVELOPMENT SERVICES AP PR9 SIS - ' 1319 SEXIER AVE N. SUITE 260 1300 114 AVE SE #250 310 208TH ST SE SEATTLE, WA 98109 BELLEVUE, WA 98004 BOTHELL WA 98012 (206)283 -4764 (206) 450 -4075 (206) 481 -9687 FAX (206)283 -1293 SEP 2 1 1995 • AS NOTED ' ' • LANDSCAPE ARCHITECT SOILS ENGINEER ENVIRDMENiAL PLANNING BUILDING Dw1sL 4 no revleb na date job no KEN LONEY JIM DOOLITTLE CTRUM CONSULTANTS INC TaL SHIELDS CONSULTANTS t no: / 4 6869 WOODLAWN AVE. NE $208 JIM DO BILL SHIELDS I SEATTLE. WA. 98115 P.O. BOX 276 118 -162ND AVE SE • (206) 526 -1426 ISSAGUAH, WA 98027 BELLEVUE. WA 98008 RECEIVED (206) 391 -4228 (206) 641 -4710 GOT OF T 1995 draw. IE9 `�, SEP 1 9 1995 checked__.._. Q • PERMIT CENTER 914`YC U J date v (tT.: -e • / • GENERAL PLAN NOTES . 1. All work and materials shall be according to the latest • edition of ,.Standard Specifications for Municipal "• 1 / Public Works Construction" prepared by Washington State •_a.- - 7 _ -` Chapter 'American Public Works Association (APWA), I / / • Washington State Department of Transportation (WSDOT),�"°° 7 �_ • City of Tukwila standard specifications, and any • conditions of approval. C saes a 2. Before any construction or development activity a t � / preconstruction meeting must be held between the City 4• / �� / • of Tukwila inspector; the applicant, and the g - • applicant's construction representative. c 33 , - �1!/ / / /'�, • " ' / �/ 3. All construction is subject to the inspection by the -- j; �° "w''^ City of Tukwila and the contractor shall notify the / ,---.-:•- _ _ __ _ • A N i • City of his schedule in sufficient time to pezmit 4'a#) •= - // / G`ROOF ORA /N 4' inspection prior to - and during the work. , �. • � 4 / • / ¢ FOOT /NG 02A /N ROAD AND STORM DRAINAGE NOTES ' • - -- ' - // ...... + • i a ' 1.,. a / DIT // 1. All pipe and appurtenances shall be laid on a properly ° r . � / DITCH L. /-- e° -- V Works Department for conformance v: h current prepared foundation in accordance with WSDOT 7-02.3(1). •• ,\� 5('r"F I / . BO T TOM OF SA / I � City standards. Accep n eics err .errors If, in the opinion of the Engineer, the existing •• • 1 a . • foundat is unsatisfactory, then it shall be I I ti .L I and o ions which do is au.he.r!z - as of ' - ZOO GFB /OS �� adof c standards cr ordinances. The cbilit excavated below grade and backfilled in accordance with - - -- -- - j - / �� I '2 ®0. 6% y standard specifications. Pipe shall not be installed / I f th a o f th d es i gn rests wall with on sod, frozen earth, or large boulders or rock. VICINITY MAP / / I the designer. Additions, deletions or revie,ons to CNECKDA MS, 74'e.% p 4 / I I acceptance and will require a resubmit:al of these draerings after this date will vcd this 2. Backfill shall be placed equally on both sides of the NTS / c •OC 711' _ 5 I pipe or pipe -arch in layers with a loose average depth / a` revised drawings for subsequent approval. • TOO OF of 6 ", compacted to a density of 959. Refer to WSDOT BERM 25.53 T` — Std. Spec. 7- 09.3 (3) and Std. Spec. 2-03.3(14)C, Method / I/ ' Final accept ^co. is subject to field inspection by INTAKE B & C. /E /�+ 9 ` the Public Works utilities inspector. = 2 3 11�, I --- -a-1 - Date: r� l� S Bx ;. La SPILLWAY, a5 // 1 I� I vO �..✓ �fa ' Tc23t b /96F -/Z $0 6 " y r � q ". y� 047 \ UTFACE BOTTOM OF / §fr _ / I . O r Dom" V �o� V /E= 22.0 LIVE STO,PAGE '•' -��' Fo ELEV = 22.33 � I rIR,,, I,l,,, ,t 13'��" -�32D \ ..,, ,,2"50 @O.5 % 4 / 507: dFPONI+ I ELEV =Z /. B3 I �/ !'OPENING GB #/ rTYPEIl -5¢) ` � �11'• IN CURB - -- I 1 z \ FLOW ?E9TR'/CTOR I TE= 27.03 �� 3 I ! " 30'- • OF= Zg 53 , OR,AVEL FILTER I \ (SOL /D GOCK�N6 G /0) � � �� n � TE= Z3 • ill" / �� I BENCH \ /{ DATUM: C/TYOF 77/KW/LA @ 0.5 / A. ACCESS I I MACK: ':T 7- O L+/ 2 1E= ZZ.53 N FH //' UPPER FLANGE BOLT N a V \ ON E. SIDE OF 57TH AVE S, w,/ ,� / - I \ go' ±. N OF ANGLE PO /NT IN TAKE �ny�/ /_ I I CASE MON. ELEV= ZG. S(o �, NEW FN ASSY PER I •19.1 (type G" "da !,RAVEL F/LTEK `��� TE= Z3./ , � � J � - I S CITY OF TUKWILq I BOTTOM OF POND ���,. /�. TANDARDS I ELEV =Z /.B3 -�."��" Barron! 'R, TYP 3 THKU -CURB DRAM I ROf"{bt1 �fRR.'� /�` oA�di d,----- M OFUV , r'�': I STORAGE - 22.23 - // I v / SEE SHT Z 41E4 ��� FOK GRADING - I I NOTE: �// �¢ ORA /NA GE PATTERNS j ,a - B "CL52D C' I STORM DRAIN PIPE (LABELED "S5" ON PLANS) / / / I I I SHALL BE ANY MATERIAL AS SPECIFIED IN SECTION I I 7.03 OF THE KING COUNTY ROAD STANDARDS. PIPE ��' ',I /2' �II I I LABELED "GONG" SHALL BE CONCRETE. ...,\I hill" IM 0 j — I� �1 I 6' SAN SEW 011' MIN. 9.M1 / / I -�� / iel.,__4_ — ®` � \ / / O PENING ' p» vI)J & A 9 � BEG /N /'O /NGS ENO /'s7PEN /N65 __-26 / G KOOF DKA /N i' / IN CURB �JIPjU* MC- INC TO NORTH IN COBB _ q.> pOOT /NG ORA /N SEP APPROVED r CITY OF TUKTUKWILA _�/ / \ d S 2 VU1 1995 • 1• \ _ �� - - - '� v � , ■I .'1/' C ONi -1 TO LOST SAN SEW. PROVO >cp. v,.N, 3 \ 2 ` � � " VERIFY SIZE €LOCATI N I G BUILDING DIVISIOI o _ / - - - - -- _ PRIOR TO CONSTR _ _ _ _ - - __ �Y i i 55Mw ' �� T - -- i f �C O i .a E,CST. SAN - SEW _- _ _, . .Ar , Q`R — — w /5T WATER. VERIFY S IZE LOCATION RECEIVED A S D S SITE DEVELOPMENT SERVICES SOU CENTER PKWY CITY OFTU%WI ZOO LF- B /OSWALE+ O U T F A L I N T A K E SEP 1 91995 310 306TH ST. SE - .5/ e.o.R% 1E =2457 /E =24.89 - 6 "TAPPING TEE mmEU WA aeon PERMIT CENTER ui.aaea 3'GV HOTTOM OF 63 LF - /K" re. • B/OEWALE CONC @0.5% 1 - a1 - 95.. Added Wai -8, it dewer :.Svds_ V� - r, ' 0 . /2 -5 -94 Revised Per New P,Eq Layout. IJC r,/ a / T TUKWILA GOLF DRIVING RANGE G. DOUG • • • ®� p9w �F, 1�O DATE 8 -3-94 Des: D ',• SCA LE I " =30' DWN: VGG A 57 DRAINAGE PLA N p� $/ON ALF • • Q qS I OF 3 • • • • TESC STANDARD NOTES / 1. The Contractor shall eep and /or wash down access streets at least daily or more frequently as may be • necessary and so directed by the City. " -� 2. No sediment laden runoff noff shall occur from the site, and / no no tracking of silt occur onto adjacent roadways. i / • • / CONSTRUCTION SEQUENCE: - • / j � END 5 /LT FENCE 1. Arrange and attend preconstruction meeting / 2. Flag clearing limits. • CLEA,P /NG / __:„........-1.7.% — " with City of Tukwila inspector. j/ 3. Install filter fence. - - � L k IIT • 4. Install.construction entrance. 4 5. Install sedimentation ponds and outlet • / a 111111, - system. / I1 6. Place preload. � / _ .� ' ®I - 8. Perform finish grading. I 9. Seed or surface disturbed areas. ..../.....---- '`, p I 10. Remove sediment pond riser systems and clean ✓ I out and test storm drain system. I 11. Remove silt fences after site has been ' I stabilized and the City's inspector has / • .. - I approved the removal. I / I ( \/ % • �� / I I 4s' z ___ / // I 1 I =30' • I I \ EXST_P/TLN , ,..,/ / a \ "' �� I PER OPA /NAGS PLAN Z8 5 I 1 - , BOTTOM OF POND . 1. I I \ 5 /GT FENCE _ 2 /,63,TYP i '' 1 1 • K /SE,C P /PE W 25.77 � . EO BASE LF - / ______..- , I i F LF- 4'PEPF. A05 - BOTH PONDS �/ I I I // .2 (c -•�f G..ds, • • // �4 ��� Dg v _ " TYP TOF OF BERM , \,z4 = 2553, TYP / �� , b 2 • • - ' / fj EG /N 5 /LT / /1v `I 0V. a - ff,, 5a _ WV�s� 6,264,16.16 FENCE ALONG / // ' ' 0 1 v" -_ • SUFFEP LIMIT ., /i ,'� t I / / f f a 0 ti V' CLEARING / / 1 _ &RAPE BKEAK, 7-VP / LIM // "y�_� / • • 9 ' � M1 _ � Z / I � I / / / 71 I � , I mo ® ` — — —2c CITY OF TUKWILA / AV 1/ & AMP lea APPROVED SEP 2 11995 -� \ N o . s 3 .IY A$ fdUltU 0 _ - / \ 1 � ( 2� 0 BUILDING DIVISION "s"-- \, _� _ - - -- ii 25 .5 _ _ -- — ,v,; r[ -= 26 45 -- 2B CLEA L../M/7" •• ∎ C. --- ' ''SSMN u .� — —Z8 re =ai '°."v '.' w/ °T.W flECEIVE° S D S .9rH CIN °r TUMNILA SOUTHCENTER PKWY CK.4VEL CONSTPUCT /ON ENTI ONCE SEP 1 91995 SITE DEVELOPMENT SERVICES - 31010 200TH S Z SE PERMIT CENTER V 20 ^ MI NV These plans have been reviewed by the Public Works Der,,, vent for conforms vrith current City stand_ Acceptance is c_sct to errors a C..1, ._ . r c do net s of a , er ordm no r` •:ilay IZ-5 -94 ,revised Par New PAroE %29 Gayovt • fo t - ny of the oes - go lc. - >i. .nth V • the / ions deletion :`° t1 � -. r!er [his dote ll I - :.is 8/7� ' a I a , require ,:I of G r _ DpO 4¢ TU KWILA GOLF DRIVING RANGE rC e L "r sub qu , u[.. c'„21. ! O yN' �P DATE 8 - - DES PCP PI ^rssubject to field inspection by G o' ,I SCALE. I " = 30' OWN: V CG , ih is t :'pities Inspector. - / t)Ci!EE) Dale 1 g j fa ( a _ By. S � ,ea GRADI NG TESC PLAN * f ° SPoNAL,;e ®mss .. 2 OF 3 PUMICE EXST F/: ^x Sher _ / " � neNa� W 2s/W C ` i Tyv 23.I,ELE \/ ! eic Z .,...,,, 12/ qls ce.rAre • I 4 (— • /fir �� i� ; ._ 4.B4' 2. /G 3' 3' _ I — 1 � : uu : � // EXST i F �Z .I ^ ✓ s , ., ' (N ' . NEW RS GRADE 4, k - I 1 • 1 1 1 4 , 1 �1 < a 1 • W n I I - T( I,:#'�' . / /,A a -• •, P' IYy' h ammoi ��� B. 1r � � ' 6' Max. J Si SWALE / / Y\ _ X J oval anome:see, Once wsk Z H �M /N : /Y # ..J- rqx woe wsi :. ekrgaN orrearor _ Me Fa • BIOSWALE #I SECTION A �� IN 616i r 1. ce.vre O I- , - `_I 1 " - 0• Waehod FWicarpNW. ' G °lli:_ Rad C ore b ,,,;..1 , ti/ e/ 1� ;_ ,2 oil \ „, Sing f Mar kee rabrkw —I PrOvitle 3.4 - IN _ /l./ G / /. /' -I.17/ r� \ is � _: z• • n. aseams a'rin. MAX r-1 RD �Y — \' P , ./. i i rill r r / w /' \ i w� Coe Pons gr.waw al • i n- , � V \I A msws n i \ i 1 / �� n: w I.. wm EXST P,--5.1,4-1 24: 53 / . 6KAOE • Z, ZS 53 . SILT FENCE FRAME AND SOLID GRAVEL POND Fl LTER NTS � _ :_ _ -- zs I • , \ LOCKING COVER 27.0 . -- . __ - --- -- NTS _ /' F.QEEBOfJKP 1 3 - 4 - 3 ' LH(MgxJ +/V �_. BarroM of L /YE srORf}GE :3 SHEAR GATE. KCRS DWG NO. 2 -026 Za OVERFLOW . 60/ r OM OF POND LEVEL @2/.93 24.53' I 1 40 • TYPICAL POND SECTION R ESTRICTOR PLATE ,.x.6, P 11/ /, eo © I” _ /O' CH) W/ 3 - /P ORIFICE 12' IN -0uo „....10,..t.,-.4, ,. ' ' d/i 't i a.i• tr .ra k o .:J %il gala '1 /Iasi l.li� .. 22.23' r. o N / / R= 25•min.� .`1; , ' RESTRICTOR PLATE W/ j - 22.23' // / r �f;�� , �� ta �' "i��� T '•1 7' M/N II' 2 -5/8' ORIFICE •s� y�. H oUTTW6 F 4' l' Z' 5.5' 5.5' G.PEEN Cu Zi • (Z & 5t) PIPE SUPPORT. 3' X W .090 GAGE BOLTED 2' 4'- 8'OUarry Simile � ,1 i INTO WALL. 2EA. Provide Full Width of ✓ ✓n...i. -•. - - Ingress/Egress Area A I mo , I3 r GALVANIZED q• -g- STEEL STEPS GRAVEL CONSTRUCTION ENTRANCE EXST Ge<Las—/ E /OSWALE w-2 NTS ELO RESTRICTOR CB BI°SWALE #2 SECTION © r - 2' • Ver RaV,eagreWa ✓i4,h 'op V /SGY I - 5 II'/,;//my I / P'e' 5 1 5"4,4 , 4Ndgvc4/-e✓ • I' Freb,ard / Mix. gr .srP orbp",, �,. f2 ,1 Z ; ,1 p y Filmy MbnL •% 661 neMt °.. . -,J 1 I 4 /. 3 PUTT /NG �[e✓e��j�� .. �' I � 2 GkEEN z -4 axt Anti .e,a 611 C 5.5 n� .. . -- !: . h,4 %::�_ Z 4 YZ?esferAy. G . 4,7lel Pzw- FJrigy Dirr ' :; ;A/ r PPS 'l Y 'F _ FSrrK '� - '4' J : . .i � ;SAi �ii •.�'- :'S`�� :. Mel rY rL gd1 Le j-I 1. • fib+ - - -_l ��i ,-, Zs __. ._ ....__.. -_. : !: ROCK CHECK DAM NO SCALE SEDIMENT POND OUTLET EXST G.NROE NTS AS NOTED BUILDING DIVISION DITCH SECTION 0 n I " = 5' S L G RECEIVED d clTV of T SITE DEVELOPMENT SERVICES 0meracy e DVZ�liow Water iurEaee. SEP 1 9 9 1095 1995 3'10 208TH ST SE BOTHELL WA (5cc Flg994 al MIR PERMIT CNTER Ie1 -9ee7 ( D 0 ✓e ✓�1o W.S. f/,T/le 1.3 i Ar Pk✓ able 136k SPI LLWAY � DH � e / 7 - TUKWILA GOLF DRIVING RANGE t E ,.. 1', DATE: H -9 -9¢ DES: DCD p If//Ml } 5 S c � 1 ib ( : i 5, C\l ` S /I I� a 1 " ( SCALE: A1S NOTE4 DWN: VCG (:) U U Rf ' 9 SECTIONS S 0 DETAILS t� y D.v��c'n" av = 61 14/9,5 3 • i • z N s L JO c architects \ 24. linardc design group . architects • 3 \ 1319 cbxter ave. n sane 260 estates, WA. 98109 (206)263 -4764 `I \s 28 A. SPEW AND MAAS OEBIGHS A. AJIRANOEUOM WItg7101 COHSINT CF AM APPROPRIATE CCUPENSAIION 70 THE N O 3 \ O O ' • 1y'S90 O \ ME CP WASWCRON . N00 j \ consultants \ \ \ N \ `. 4 .4. ,..s V \ t NN \ . . N N 6+, • ./..........'"'\ - / \ UNDISTURBED VEGITATION \ ' .• • \ project title: / CENTERLINE OF CREEK g3 62% ®I ED OM" MAG+I�C MR: 0s Y------ 500' -0 385' -p•, SONFIOC NTIER e04Oj COOLLFDa©, o '1 \ GOLF BALL SCREENING MATERIAL DRAINAGE SWALE NIC SEE SHEET A -A FOR ELEVATIONS \ i CITY OF TUKWILA SEE CIVIL DWGS APPROVED a \ SEP 2 1 1995 k as noreu \'''21 TUKWILA \ B UILD S _� sheet title WE • f� \ 0 I 95 • //�) . • • DRIVING RANGE AREA ° . 5 - 5 1 -. 5 • "— PARKING AREA SEE ENLARGED PLA HY I = \ GOLF BA LL SCREENING MATERIAL \ � L1 \ �1 \ \ I — ''I I I GRASS TEE AREA / NIC ' 04' 38.7 0 \ \\ I 1 I 1._ I I ° \ • 02 2r w .. ----. �\ J -- — — — - ...,-,--..,7-0./.7-....> /....-a4 84.28 ` ._ 5 25• 01' 3 — — - �. — -- — — - revi sions date. t t s . 20• 00' S5 I 4 57-0' 32' -0', Y W 1578.10 - - 876 -0 no. revisions D J I I L= 93.10 _ NEW DRIVE PER CITY STDS 2e palms I� PARKWAY - - NEW Meet SOUTHCENTERPARKWA - 1 9 PECEIVEO draw D SEP ETN<WILA � ��� ��1n1� , /�� `11,01, S g 5. checked A _ _ " �„ = 60' -0 VD PERMIT CENTER I . 1 • �/ L DG. architects • / Ilnardlc design group" architect. 1319 dexter ave. n emits 260 ,..."'"... eeattle. WA. 99100 (209)263 -4764 o . REPRESS, THEREBY ARE MA SHALL PAM. T. PROPERTY i OF THE AMMER. NO PORT THEREOF SYLL BE REPRODUCED. ........'' SPECIFIGMONS AWL consmvir CONCLUSIVE EVIDENCE OF . ACCEFONCE i • • N 0 • °''° - --- - m Wnawsrox �t / // 0 0°‘°' ty' ._ uNE Of • / � \ consultants O 0 1 // / ' (05_,...„ i / — . �� • 7 PUTTING GREEN . q \ d/ \ UNDISTURBED VEGRATION \ ��� CON(. WALK BUILDING Z / 9 �‘ Z � NOTE: \‘4,,,... / A9 WO •111, O �� o FOR SITE DETAILS SEE p \ / SHEET A -4 O 9 0 9 4 R28' V / O q / G16l / <9 - , 9 O�0• 4 .../......)9 0 OF 8 Oh RANGE AREA F. / DRAINAGE SYSTEM 1 O 0 LANDSCAPE NIC \ �J ,•}-/ SEE CIVIL DRAW! g ' 0 c . S' 45'0'0" S ` CONC. WALK Off' of j j 19' Cr (., m ' project title _. ! , LANDSCAPE NIC O w 35'0' 4\ l , ) / a/ / n 'b -2 -- RAM , Y \IIY PG�f EDS®d�G°�e4 Cf� ®tic ry o'y ' � :I 1. b %'K o OO D • NAGE 729=63' 19' 24' -0": 91 9 0 9' -0" 81' -0" 20' -0" CITY OF TUKWILA T M. CIVIL Cr INGS I I iSPROIIES 06 / S C y- 24' -0" 6' 4 09' =36' 6' 24' -3"4 25' -9" 12 0 9• -0" = 108' -0" / _ l v e p veal. » D $ P 2 1 1995/ I / / m R24' -0" I . 1 � , ;IUILO . ). • / R TYP � m l y ..t�11'�s N ac. GRI • II /'` - — ) -- (/ OLINE 6 tiLE NS OIN91� / ® TYP Ot ILIA STRIPPING C.1 / \ m T GRID NEW AC PAVING OS �a�� ® b 3 ®9' =27' 19' I 30' -5 "i 8' I 14 0 = 126' -0" GRASS GOLF TEES a 6' -0" HIGH WOOD FENCE 04' 29' 28" \ 629'= 54' -0" 6' 36' -0" \ / , ,V 8' 14 09' -0" = 726' -0" I W/ 4' SWING GATE sheet title. , R= 497.50 — / 0 1 b O u PQd rn _ R ANG E SCREENIN BY OTHERS L = 38.85 '''.''''''''.\ , -� I i = CON(. o NIC S ELEVATIONS SHEEP A =k T�m 27" W ` / O 1 O WALK S 45'02'2 84.26 I e a • __ — — e) • I 1D_EASMENT 20' 00' 55" 274'-7" . _ _ . _ _ 274' -T _ . _ . _ - — _ . I S 25' 01' 32" W .1578.10 R = 266.50 457' -0" 93.10 / 12 TYP NEW CURB CUT PER CRY EDGE OF EXISTING PAVING S®NJflr,lv0GW1TERPAJRKWAY OF TUKWILA REQ. • g n p p -, P9g a.l.u A> Lit 7. PARTIAL EITE CD Q9 I no revisions date 0 0 o A CD LM l9 9S U job rar sheet no- gECEIVEO draw. C (ITV OF TUKVJILA SEP 1 9 1995 checked: _ 3 ' 0 _ PERMIT CENTER date 8 -18 -94 • vw LAMINATED V,laaD MEINVER5:GONT. SHOP DRAWINGS; 3TY CRDFI A - - • _ GENERAL NOTES' SHOP DRAWINGS FOR 77E FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT MEMBERS SHALL BE MARKED WITH THE AMERICAN WOOD SYSTEMS APA•EWS CODE:' UNIFORM BUILDING CODE, 1991 SHEATHING & NAILING AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS TRADEMARK INDICATING CONFORMANCE WITH THE MANUFACTURING, QUALITY'' D �i/ D architects PER SHEAR WALL CONSISTING OF REPRODUCTIONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL ASSURANCE AND MARIONG PROVISIONS OF ANSI STANDARD A19D.1. JIVE LOADS; ' • SCHEDULE DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY 137E . I AOOP ......... ..... ....... ............ SNOW LOAD' - l design group . "architects • P _ _ STRUCTURAL ENGINEER AS SUCH. IJCT'U'i.�M BEAMS $GIRDERS WMp •••• BUMPH • , ' .• • WIT, 1319 dexter ave. n. suite - 260 • SIDING P LAN PILE & I) REINFORCING STEEL MANUFACTURE - MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BEM SEISMIC ... .. ZONE 1 • PER ARCH, I GRADE BM. Hewes] concede dements i.e, beams, walls, col, flM, de. CO NFORMANCE HMI AMERICAN NATIONAL STANDARD ANSI A190.14983, SIB LMIEA.4 • $EEDND FLOOR ... ........ PSP eeettle Weeh. (2 06)283 4764 2) STRUCTURAL STEEL ITEMS CJnED1A>•• TIMBER RNA7 - / � NECESSARY CONNECTIONS NOT SPECIFICALLY CA FOLtNDAT10NC. 2 STUD WALL SEE SHEAR WALL PILE & 3) GLU•LAMILIATED MEMBFJIS S TRESS VALUES - 71E GLIIFD LAMENAIID T1MEER MFMRFRC FURNSFBD SHALL pOUNQATTON DESIGN PER PER PLAN SCHED. FOR A.B. GRADE BEAM 4) METAL PLATE CONNECTED WOOD TRUSSES .REPORT X93118 -0x DATED JANE 3, 199/ HyGEOSPELTRUM I SIZE & SPACING IBAIANCE PERT PROVIDE STRESS VALUES THAT MEET OA EXCEED TIE FOLLOWING: (24F•VI AT SIL.PLE CONSULTANTS, INC. PLUS SUPPLEMENTAL REPORTS OF THE SAME REPORT NU MBER AIL ,TED. Alt P.'S RESERVED. THE ABOVE ' INSULATION , SECTION A -1 SPANBEAMS,24F-V8 ATCANTIIEVERED BEAMS) PER ARCH. THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY FOUNDATION WORK AND PILE INSTALLATION PER THIS REPORT. .. , NO. PART 11.1EREOf 5.1l. BE REPRODUCED. COPIED, . 2 -54 CO NT. ( VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE I PER 00N71TRACTOR. AND ARE NOT GUARA NTEED BY THE ENGINEER O' RECORD. DRAWINGS •• 13 x400 psi ° - CONC. SL AB 'ARC' CONK. SLAB HORIZONTAL SISIAR, FY 1 65 psi • ..' PER PLAN FOR COMPONENTS DESIGNED PRIMARILY BY THE MANUFACTURER SNAIL BEAR THE PReS pHLES: ARB TO BE 18• DIAMETER AUGERCAST CONCRETE . PILE DESIGN CAPACITY" #4 0 24 J PER PLAN (6 COMPRESSION PFRPFlIDICIILARTOGRA o vtamar • STAMP A ..CENSER. WASHINGTON STATE STRUCTURAL ENGINEER AND HE RUensiso Gee) 650 psi EQUALS 23 TONS. THE SOILS ENGINEER IS TO INSPECT PILE PLACEMENT TO VERIFY PILE. i� + I _ .y�.QRI.HTIED TO TH ST RUCT UR AL ENGINEER FOR A CURSORY REVIEW FOR COMPLIANCE PENETRATION INTO COMPETENT SOILS SUFFICIENT. TO SUPPORT THE DESIGN LOAD.. sc v k_. �s � �� T WT THE INTENT OF THE STRUCTURAL DRA WING S AND FOR LOA IMPOSED ON TIE k(00 ° ) 650 psi _ REQUIRED PILE CAPACITY IS SHOWN ON FOUNDATION PLAN. TIE GROUT MIX DESIGN J MODULUS W ELASTICITY E 1800 kW _ - B 6 CONFORMANCE STRUCTURE ME COMPONENT DESIGNER IS RESPONSIBLE FOR CODE SHALL. BE SUBMITTED INSTALL AACHITEATION. PIL CT E GROUT AND UT TO HAVE 28 DAY To O.ER CONSULTING -2508 psi AND 9. ENGINEERS FOR Pt, P. ¢ - - -- RMANCE AND AIL CALLED GUS �YWOOD: - • APPROVAL PRIOR TO ILUT 2500 p - � - (PER PLAN) N 0 , . ., 6 " MIN 0 2x6 WALLS (PER PLAN) ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUBMISSION SNAIL INCLUDE A SACKS OF CEMENT PER CUBIC YARD A9NISRIM ,, 'A f A ROOFSIEAT7ING.__...JIB•C -D snow., WA70ERIORGLUE .....,..,.INDEX 37/16 . I • , 4 REPRODUCIB E AND TWO COPIES; REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO ' CONCRETE( REVIEW BY THE ENGINEER- FLOOR STIFA77ILNG.__.1Y1', STRLUCIVRAL q CA W/EMERIOR GLUE.. ..INDEX 3LI6 ILL CONCRETE SHALL BE STONE-AGGREGATE FOOT. CONCRETE HAVING A UNIT WEIGHT OF G I 6 -Q6 CONT. TOP &BOTTOM PLYWOOD $TAIL CONFORM 70 U.S. PRODUCT STANDARD P.S. L M, NAILING SNAIL APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL' �6• ®4 • � - SPLICE TOP BARS MIDWAY r SFIOP DRAWINGS ARE AN AD lOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE AIL Be S FOLLOWS:• 1 . � ' BETWEEN PILES ONLY. S UCTURA DRAWINGS R SHALL BE T RESPONSIBILITY Os THE GENERAE S INDICATED ON PLAN. CONTRACTOR IS TO CALL 7!E ENGINEER TO SCFED[ILE _ 'Y '' SITE VISIT PRJORTOOOVERINGFIDORAND ROOF SHEATHING. ' ER 2 SPLICE BOTTOM BARS AT CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL' AGREEMENT' T<= 3000 psi FOR ALL CONCRETE WORK (EXCEPT PILES AS NOTED ABOVE) j I :FES B /i9 /ire PROTRUSION • 'a " MAX. i -- PILE LOCATIONS WHH THE LATEESTSTRUCTURAL DRAWINGS. �_ GRADE BEAM PER FLOOR FLOOR DECKING- CONCRETE M ALL EXTERIOR SLABS TO BE AIR ENTRAINED 645 PLUS OR MINUS I% SECTION A -I SPEC7ALCONDITHONS FLOOR DECKING IS TO BE 3X6 NOMINAL DOUGLAS FIR/LARCH LAMINATED TIMBER consultants ° OF PILE INTO ■■ CATIONS ONLY. R3u 0 ro.c. DECKING, LAMINATED DECKING SHALL PROVIDE STRESS VALUES AND SECTION' CONCRETE SUBMITTALS SHALL CONFORM TO SECTION 2605 OF THE UBC. MRONG AND GRADE BEAM 0 0.5 � � � ■ ■ DURING , AND D GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL. TRADES AND VERIFY CODES. CONTRACTOR TO COORDINATE ® ®® SHUTLER #3 © 4N 6 ° o.c. STATE AND LOCAL COORDINATE All, EpipDIQ Fy - x585 pd 318.89.. PROPORTION OF AGGREGATE CEMENT SHALL BE AS SUCH TO PRODUCE A - 3 1..._ 1..._ 4 - YS STAN DIMENSIONS IN FEUD. OBTAIN ARCHITECTS APPROVAL PRIOR TO ALL F ®D CHANGES 11(7RTI.OHSALSffA1LFv I65 N1 DENSE, WORKABLE MIX, WITH A MAXIMUM SLUMP OF 4 MCF@S, WHICH CAN BE PLACED _ ® ®. CONSULTING CLR. CAGE S TOP 18'0 AUGERCAST PILE SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALLOPENM E G DIMENSIONS AND MWDULUSOFETASTCTY,E 1800 MI WINOUI' SEGREGATION OR EXCESS FREE SURFACE WATER. 7/4• CHAMFER ON ALL'. I8"0 AUGERCAST PILE MIN. 1 -)'7 FULL HEIGHT LOCATIONS, FLOOR AND WALL MESHES, ETC. ARE1/POOT OF WIDTH ELK/ R EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL ® ®® ENGINEERS Inc. t_ .1 0" I I'_0' CENTERED SECTIONMODULUSIFOOT OF WIDTH 9.39 Tn3 DRAWINGS. GROUT FOR COLUMN BASES SHALL BE •EMEECO• MASTER FLOW X713 BY 1300 -114th Avenue S.S., Suite 250 • SECTION A -1 SECTION B -1 MOMENT OF INERTIA/FOOT GF%DIN 1039 in4 MASTER BUILDERS, INC. OR APPROVED EQUAL - Bellevue, Washington 98004 EPDXY (208) 450 -4075 FAX: (208) 450 -4078 STRUMUWAI DRAWING. ARRRIVIARONS; DESIGN CRITERIA FOR LAMINATED DECKING, SINGLE SPAN CONDT7ON, SHALL MEET OR EW1 . SCALE: v " =1' -1" SCALE: 4 ) - = I' - ) _ A.B. ANCHOR BOLT FIR FLOOR P.L. PROPERTY ERNE IX® FOR FASTENING ANCHOR BOLTS INTO EXISTING CONCRETE TO HE HIT C100 - ADHESIVE AS MANUFACTURED BY . STUD WALL SHEATHING & N HILTI. ANCHOR BOLTS TO BE INSTALLED IN DRILLED • • INCH. ARCHITECTURAL FLG FLANGE P.P. PARTIAL b O BM BEAM F.O.C. FACE OF CONCRETE PENETRATION TRADING - 71PSFUVELOAD M ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. deV @IOped bY: • BLDG BLINDING FLO.F. FACE OF FINISH P.C. PRECAST - 4OPSFDEID3.OAD HOLES PREPARED REINFORCING STEEL( SOT. BOTTOM F.O.S. FACE OF STUD PCF P CU BIC PER SOU TER PLO G CAMBER F.P. FULL PENETRATION CUBIC FOOT DEFIECIION - L3YELOAD.....__..1060 ALL REINFORCEMENT SHALL CONFORM TO ASTM A615- 82(Sij. (SEE BELOW FOR WELDED' QQ PILE & C.C. CENTER -TO- F.S. FAR SIDE Inc. ARCH 9 G RADE BEAM C ENTER FT FOOT PSI "POUNDS PER - T07ALIAAD___..l / ld0 REBAR) SLAB DOWELS, TIES AND STIRRUPS SHALL BE GRADE 40 (F = 40,000 ps Fs = GOLF , 1 V 6" IU A) � P; P SQUARE INCH - 20,000 pd). ALL OTHER REINFORCING SHALL BE GRADE 60 (Fy w 60,000 psi; FS = 24,000 psi). ' COLUMN, PILE ..L.- I•..- C.I.P. CAST IN PLACE FTC FOOTING PSF POUNps PER LAr s p DE:Km SHALL HAVE HEAVY TONGUE AND GROOVE ENDS AND EDGE$ LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS INDICATED BELOW, ILL / • p.,s'I CJ. CONSTRUCTION GA CAGE & GRADE BEAM BAiANC PER I SIDING JOIN CA CAGE GALVANIZED SQUARE FOOT PREC$K1N MANUFACMIFD. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (I' - BEND) WILL BE PROVIDED 181St Street & 57th Avenue S. T.S. COLUMN I I P ER ARCH. Y CENERLWE G.L GLUTAM R.D. ROOF BRAN FOR APPEARANCE AND MESH REQUIREMENTS. MAXIMUM MOISTURE CONTENT AT FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE PER PLAN IXD REINF. REINFORCING eingu T/oNp)ormE CEEDISYw ..1 AL s l - .n ' • P' - sL K •PF • ; L 0 REINF•RCED 4• .1;_ • my Tukwila, Washington ST CETUNC CLB GLUM BEAM REO'D REQUIRED • HEATHINUNG CAR CIFAR OR. GRADE I WELDED WILE FABRIC TO CONFORM TO ASTM A-82 AND A485. WELDED HEAD STUDS O ISOLATION ST PLAN PEP. PLAN 9TH. RETURN (Fy= 55, 000 PER SHEAR WALL CND C ONCRETE GWB GYPSUM WALL SCHED. SCHEDULE 'TRIUSSFSe SHALL CONFORM TO ASTM A-BB ps i). HEA SECTION ROOF TRUSSES ARE TO BE METAL PLATE CONNECTED WOOD TRUSSES WHERE PE?bx10x0' -10" w/ C ONC. SLAB SHEATHING SCHEDULE MASONRY UNIT BOARD SECT. SEC COL COLUMN MDR HEADER ' SHE. SHEET INDICATED ON DAN, FABRICATED IN ACCORDANCE WITH UBC STANDARD No. 25.17, 4 - hINILAUM3.AP SPLICE LENGTHS '✓ "0 AB's PER PLAN PER ARCH. \` ��. SEE SHEAR WALL CONC. _CONCRETE I.D. INSIDE DIAMETER SIM. SIMILAR BAR SITE J'r2500 (03000 PART VI. TRUSS FABRICATOR 70 PROVIDE ALL REQUIRED BRIDGING AND BLOIXING, (EMBED 5" MIN) CONK. SLAB SCHED. FOR A.B. CONN. CONNECTION I.F. INSIDE FACE S.J. SHRINKAGE I3GTHPERMAh7MrANDFRE/."nON. X4 20' 20• IO'_O^ SSE &SPACING CONTT CON TINUO TION CONTROL a KA GRADE 95 x6• 26" - W. INCH PER PLA CON. CONIWUDUS IN. INTERIOR � L� S.P.C. SLAB DESIGN FORTRUSSES X6 36• 33" . . !1� CONTR• CONT JT JqN SHALL MEET OR TFEFOLAWING. D ET. a = i0' -0 i 5 SPACE X8 • 65 59 tT C STRIP K • KIP (1,000 Iba) SQ. SQUARE ROOF TRUSSES NON ' 1 -- wr ftIL�t Y JOINT KSF KIPS PER SQUARE .LOADING - TOP CHORD...... ... ,25 PSF SNOW LOAD " • DEE. D . ETAIL 5 OT (SEE PLANS FOR NET UPLIFT LOADS P9 83• 79 " (PER PLAN) . _- S `-. 1� {�a''tT- _ - DM DIAMETER L.F. OREM. FOOT STIFF. STIFFENER - 8PSFD.L • . IN - 1" LEVELING • • • • i Wl� DIAL. DIAGONAL ELI. LONG LEG SR STEEL BOTTOM CHORD.... _.7 PSFD.L (UNLESS CITY OF TUNA D.O. DITTO THE FOLLOW MINIMUM NIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT APPROVED I L- - _ DN - HORIZONTAL STRUCT. STRUCTURAL INDICATED OTHERW ISE ON DRA W INGS): • GROUT ' LL.V LONG LEG VERTICAL SYM SYMMETRICAL ROOF TRUSSES ._- ..___ -. .._....�EFIECI70N -LAV LOAD. 1/TOO SEP 2 1 199 L+ - D.S. DOWN SPOUT MFR. MANUFACTURER T &B TOP $BOTTOM A CONCRETE CAST AGAINST& PERMANENTLY EXPOSED TO.: / T DW G DRAWWG MAX. M AXIMUM -TOTAL LOAD.... EARTH .................. 3 6ARTHFACE 'AS MUILU a SRI. DOWEL T.O.F. TOP OF FOOTING • • `SLAB INSULATION MECH. M INIMUM CAL T.O.W. TOP OF WA B) CONCRETE EXPOSED TOEARTH OR WEATHER(CAST INFORMS) •" (E) E)IISTING NUN. MINIMUM INOTE: 70P CHORDS TO BEDOUGAS FIR SPECIES ARID SI7ESIND1CAIED ON PLAN.J • BALANCE PER V PER ARCH. EA F/1CH TS STRUCTURAL TUBE IN THROUGH XISBARS 2 BUILDING DIVISIaN NOTICE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SIIBMITTING WTEREVER POSSIBLE RISC. MISCELlANE0U5 7yp, TYPICAL XS BAR$$SMALLER .112 SECTION A -1 l. ELEVATION NO. NUMBER U.B.C. UNIFORM BURRING TR(JSSSUPPtIFR.SNO C ) CONK EIW N10TOPOSED TO WEATTBRORRUCONTACTWITH GROUND CO. EQUAL N.S. NEAR SIDE CODE THE 78055 CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES, SHOWN ON THE F- EQUIP. EQUIPMENT NOT 70 SCALE U.N.O. UNLESS NOTED DRAWINGS IIDIG7E THE DESIRED TRUSS CONFIGURATION AND ARE TO BE COMPLIED WI • WALLS$ XNSf XIi BAR$ SS.s i s .3/4• E EF EACH FACE O.C. ON CENTER OTHRWWE GwTRU55 MANUFACTURER IS FINABLE Tit T EIAAD . I -12• Lsro ect.title E.W. EACH WAY O.D. OUTSIDE DWAETER W/ WITH REQUBEMEI -"1'S SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED, HE IS TO •• P � 4 ,- /3 24o c. EXP, EXPANSION O.F. OIDE FACE WF WIDE FLANGE SUBMIT WRITTEN. A LDED REHAB: 2-. (ALTERNATE) EXL EXIEI6OR OPNG OPENING W/o WITHOUT COST PROPOSAL OR BD RF ro BE (T RADE 40 COAMNC ro 57M A61s- 8z(sI) oR�gRADE 60. PROPOSED GOLF RANGE FOR : FD. FOOTING DRAIN PPP, ppppSfTE WT STRUCTURAL NEE CONFORMING TO ASRJ A706. (PREHEAT ALL GRADE 60 REBAR PRIOR TO WELDING) USE ARCH. FONT FOUNDATION P POST W.W.. WELDED WIRE E7(00( IOW HYDROGEN EECTRODES TO WELD GRADE 40 REINFORCING AND. FIN. FINISH It PLATE IF A DIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT 6 MIN. FABRIC E STRUCTURAL FRAMING OR DELIS, SUCH SYSTEM SHAL s BE CONSDE RED SUBJECT TO EMT( TAW i OF AW N l 4 RODES TO WELD GRADE 60 REINFORCING: CONFORM TO HO, A DOW REINFORCING TORE WELDED SHALL NOT HAVE CARBON CONTENT INEXCESS OFOV u �� �� SECTION C -1 ` D -1 IT IS THE RESPONSIBIIIY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER -35Y. ALL WELDS TORE BY WABO =TINED WELDERS TO VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO DO L 9 C� o SCALE. " 1-1" SCALE 4 i 1-I SUBMTITINGSMWDRAWINGS. IT SHALL BE NOTED M THE TRUSS MANUFACTURERS BID STRUCTURAL STEEL: , I?q 5 11 � � WHETIIFROR NOT ANAL'AWANCEHS BEENMADE FOR MECHAMCI1N17S. - STEEL 4S SHALL CONFORM TO ASTM A500, GRADE B (FY = 46,000 psi). STRUCIURAI:' • DETAIL d SIRE. SHALL CONFORM TO ASSN A-36 ( = 36.00 I psi). APPLY PRIMER ONTIM PER TRUSS SEOP DRA WINGS WILL NOT BE PRVEWED WrrHOVCCALCULATIONS ABTA `REED BY STEELS A L LC O FORMT TIONS. WINDS NOT SPECIFIED SHALL BE 3/16". CONAMUOU5' ( \ ^/, ALICE NSED WAS STRUCTURAL ENGINEER FMI]ET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS D1.1.92 AND BY WABO COLU T CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES ?PILE, GRADE & PILE - -- ���1 FRAMING. INSPECTIONS: BEAM AND COL. COLUMN PER PLAN i SHEATHING & A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED MISCELLANEOUS STEEL HANGERS TO BE SIMPSON OR APPROVED EQUAL. NAIL ALL - i SIDING PER ARCH. INSPECTIONS SHALL. BE SUBMITTED TO THE BUILDING DEPARTMENT. SHOTER HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON 1 i CONSULTING ENGINEERS. THE OWNER AND E ARCHTECT BY THE TESTING AGENCY DRAWINGS. MACHINE BOLTS TO BE A- 307; EXPANSION BOLTS INTO CONCRETE SHALL FOR REVIEW. 7HE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY BE HILTS "KWIX TS BOLTED' (MANUFACTURED AND INSTALLED PER ICBO REPORT X4627. TUK W I LA, WASHINGTON T.S. COLUMN r /l APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE DATED FEBRUARY 1992) OR APPROVED EQUAL ANCHOR BOLTS INTO CONCRETE SHALL PROVIDED S A MINIMUM; ADDTITONAL INSPECTIONS AS REQUIRED BY THE BUILDING BE A307. MINIMUM EMBEDMENT FOR ANCHOR BOLTS IN MASONRY SHALL BE PER UBC PER PLAN GRID ® SIM. c SIDEWALK PER PITCH. DEPARTMENT SHALL ALSO BE PERFORMED. 1011 SITE VISITS BY THE ENGINEER DO NOT �P SECTION 2906(6). MINIMUM EMBEDMENT FOR ANCHOR BOLTS IN CONCRETE SHALL BE sheet title: BASE PLATE f)411 0 9•'o.c. 2 I CONSUME AN OFFICIAL INSPECTION. PER DEC TABLE 26.E., UNLESS INDICATED OTHERWISE. PER SECTION C -1 DIAMOND ISOLATION S: F M TY V _ ` $' JOINT PER PLAN PER ARCH. "' rn v 1 I NI ROIISENGMEERTOTAKE COMPACTION TESTSWLIHIN BUILDING AREA AND IN PARKING FRAMING LUM EASE yAL.L,g FOUNDATION SECTIONS Aa . CONK. SLAB 4 Iv - SHEATHING IN & NAILING LOT ALL FILL. AREAS AS COMPACTION TO BE REQUIRED. BY SOILS REPORT, ALL 2X JOISTS ....................... ... DF. A2.. ............................. =875 psi SHEAR WALL GROUTING OPERATIONS AMDPILE INSTALLATION TOBE DONE UNDER THE SUPERVISION 4X MEMBERS... .... ........................PREPLAN GENERAL NOTES `tl PER Iy� 2 D o': 10 I -� PER ST PLAN WALL � ' SCHEDULE OF THE SOTS ENGINEER xX STUDS.. ....DF. X2.. .............. FCp•I300 pal • 9 n U • d • " SEE SHEAR A.B. WALL SCHED. FOR AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT LUMBER NOT NOTED SHALL HE D.P. X2 OR BETTER. BUILDING PERMIT SUBMITTAL 6-30-95 GENERAL REVISIONS 7 12 -95 2' 0"x5' 0'• T CONC. SIZE &SPACING CONCRETE, REBATE AND PRNGSFOLLOWS. CONK. PLINTH '7 I7' /a x10x t' 0" ALL GRADES SLIALL CONFORM TO WWPA WESTERN EMBER GRADING RULES - 1991 /X .4.4.1 .I OO A.TING DEFT, REVISIONS 9'13 9S w /4 -F5 VERTU w/ 4.,' GRADE 36 - -1 HE CONCRETE - EDITION. ALL BOLTS ADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED R y • T i � A 41 CLR. � INSPECT REBAR PLACEMENT PRIOR TO POURING. TAKE 3 CYLINDERS FOR EACH WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 'o o E' I I THRE ADED A.I.'s 1 . _ (EMBED i 2" MIN.) CONCRETE POUR E NOT LOSS E EACH 5OR EQUA 150 E O YARDS CE PRESSURE PRE MAXUD MB TOE CONENT MINIMUM) INSTALLATION FOR ALL e 1 LEVELIN /. I • +(PER PLAN) I - M IFE B.I - o T- CONCRETE, NOR LESS SS THAN ONCE FOR FOR EACH 5000 SQUARE FEET ET OF SURFACE LUMBER (PRESSURE L E TREATED LUMBER TOES D.F. Xx ° GROUT O�'- AREA FOR SLABS OR WALLS. TEST ONE CYLINDER AT ]DAYS. TEST REMAINING . �I•L 1" LEVELING I CYLINDERS AT 28 DAYS. SLUMP, AIR CONTENT AND CYLINDERS PER UBC GLU - LAMINATED WOOD MEMBERS: 11E11 � �� � GROUT BECKON 2605(8) CITY OF TUKWIA • -DRY - UNTR BALANCE PER PRMG- S FP 1 91 TER ▪ ° SECTION A t 1B 0 BATTERED CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING ALL PIE GROUTING PRFCHIRVAn - W TRFA3MENT EATED ION. WOOD 9 AUGERCAST PILE . v OP EATIONS. INSPECT REBARPLACEMEN PRIOR TO GROUTING, TAKE 3'SETS OF RI . rrnMlT OCHTiG �� I PER ( [111111411111111PJ s SECTION A 1 APPEARANCE - APPEARANCE OF MEMBERS SHALL BE INDUSTAL GRADE AND '' n REINF. PER 3 GROUT SAMPLES FOR EACH GROUT POUR OR ONE SET FOR EACH TRUCK LOAD - GRADE n0 re9i8INTM dele • 9 ., SECTION A -1 - ■ OF GROUT DELIVERED, WHICHEVER IS GREATER. TEST SPECIMENS AT 7 AND 28 ).■ Ja #4 6 N 24 DAYS. HOLD THIRD SPECIMEN FOR FURTHER TESTING IF REQUIRED. REQUE ®CONDITI') ONSOFSRR liiQL job n} sheet noz I r & REINFORCING GRADE BEAM SIZE -- (ALTERNATE) ADDITIONAL INSPECTION TO BE PERFORMED AS REQUIRED BY THE SOILS MB S C E ARCFIARCHITECTURAL GRADE (SEE ARCHITECTS DRAWINGS WHERE ARCHITECTURAL 9 "e - •-_ PER SECTION A -1 ■■ ENGINEER. A IZESE To T INL E T S O O F ALL S MEERS SOON PRACTICABLE E . END , designed 94 -32 1 _ SPECIAL INSPECTION SHALL ALSO BE PROVIDED FOR ALL FIELD WELDING, 'HIGH .TRAINING. SURFACES OF MEMBERS NEED NOT BE SEALED. 8T 5 - 1 ->, STRENGTH BOLTING, AND EPANSION BOLT INSTALLATION AS REQUIRED BY UBC - • • �I I(I1gs Checked SECTION E -1 SECTION F -1 SECTION G -1 SECTION 306. "BM • 3OADWRAPPED. ` OF • � GENERAL NOTES: CONTINUED AGO LEFT GLU - LAMINATED v✓oap MEMBERS: co NTINU ED ABOVE LEFT data 6 -30 -95 8 • �' SCALE: 3/4"=1 : :1 SCALE, _ I -0 SCALE: �' i' -0 1 1 _ _...... -_- .- . - • Q 1' Q Q Q Q KO _G6 G o Q 1' Q Q O L D o architects ' 1 t 1 8 ' -o' +8' - -O" 18' -o" I6• -o 18' -o" _ iB' -o" linardic design group . architects • 18' - -0 1N' -U 18' - 0 18' -V --ti- -- - - -- is. — -- 1319 dexter ave, n. suite 260 1 Seattle, wash. (206)283 -4764 • �". 6• -B_� 1 1.- r i I I 23'� _ —_ ! G 1 �JJ COL. PER ARCH t ° ( -1' - 0) I + ,° I o o- "" I o-° I h0 " I6 I p ° + . 6 0 ") 5' MIN.) HEST cra c o o -9....e / -a y t ie — ", { e ' / � ,. B_ • y° ' ' t ire y C i8 SLAB DF SEE SHEET 5 -5 j I .( - __ _ _ FOR BALANCE OF x _ '.J 4; 4. �?"— .? _ — _ — _ �_ — _ a ' 4 N FOUNDATION PLAN ,�- 1 r' -0 i 1 , r rv r T - I� 2 xfi COL.'S, v q GRADE -41 J IBEAM 11 0 I I { I' OF 2 G R D & 1 a„ N 7 1 S ; 2 4 o c GRADE BM o . y° - ..�. 4.',I: � - - _ - ' - _ �____ —_ - N # —'I F N I N © 2x6 ® o m , rc S I ■ y6 `^ I O..t�. cn ° ' V C.J. I .I f R AD a-{ I I 2 . D.. " - — —_ ' 1 Ii -- ¢ PILE & - - h ,„ ° SOLGS3'. 6 1 1 6 I I I= O GRADE, BM +, ° I � .° )_ + .° h , I I {, ° ° • a o- .,4' i i ¥° I ,'° ° ` 6 4x6 DF92 ILL r o I 4 ° y { ° ' `''" I ( : F i � V w t`'°`{ ,o `ca ti , a{ QI P _ { Q I ,,, FULL HEIGHT � - -- — - � J L L J I L 1 _ n cx m �, 1 _ I - J L tr {° _ - -I - ?.- - _ consultants � 0 HOEDOWN 2x8 x i _? - i ___— .� _ # o I ."f r +I �Z SHUTLER r D - E -1 1 r ' 1 r'' 1: r �. 1 _ � s D 1 E D_1 E - 1 HDSA HOEDOWN OF(" 3 ® ®® ( -I' -D I I I I I I S CO L' l • (SEA H LWwN 12 D tz'o. c. ¢ T5' ® ® ENGINEERS G Ine. DETAIL 1 I I I ' 1 b" s ' 1 I - -I . - I I I --) ~ ' I IBEAM GRADE B GRADE PILES & _ M 1300 -114th Avenue S.H., Suite 250 2 0 I 1 _ t1 I �L u- 4" CONC SLAB 0 GRADE. INFORCED k • 1 0 - Bellevue M hineton 98004 • GRADE 2 G 4 " /6x6 WI.4 /W7 4 W ON 2' SAND, o BEAM y GRADE I I a IBEAL. ON VAPOR BARRIER .• 12 FREE - DRAIN- m < 1 1BEAR o Q (208) 450 -4075 FAX: (208) 450 -40']8 1 I °{ , G .xBGR-.E PREPARED IN I - + I •� I AND A SOILS RE .RT. (2 SAND i ACCORDANC & I I J I I \ O _ 1 - _ a 0 � f f OF GR • & VAPOR RRIER NOT RSA RED NORTH ( • CJ II ,, -� developed • I I D _ \� -1 _.. .,,,s-:, - I © BETWEEN GRIDS ID ' QT .) I � ry L b d loped by: 2x6 G-11 I .1 'GRADE $ I °' 1 1 � p - . NV ,7 I c - 1 I I IBE.u. *�e u, I ��" „, u, � u � i �i 1 1 . D ,. ) I NA/ 6I A -1 . SOUTHCENTER 24'0.<. 6 I I I I � 2 �� -- J ( GLB MULLI NS a f I N � I f ®LF, Inc. ' D . , , , - :. ,; #2 ,. 0 1 r - € I 2x6 ¢ COL.'S, . I s h`{ I – (T - -- ! r " `�. bp ® PILES & °' 181st Street .& 57th Avenue S. L - L L _ Ep I ld 5 I ¢ TS CO L J J 24' o.c. GRADE BMS M __ 1 E z r - -L 1- - - - - Zr I " Tukwila, Washington . ' _ _ _ _ - A -I 7x6 0 1 , I P_R -I' -0" PFR _ ` A -1 / A 1 J P Al - �` PILES & (- 1'_0 ., 2x8 0 12= 2 4 " o.c. I "i '� �- o � I G IDS l ARC". R- . ( -t' -0" GRADE BM it COL.'S ` \_ -.. ' _ S. PILE$ & K & I� 3' ¢MULLION I 3" GRADE BM I -'( PILE ¢ Wt.'s, PILES & - g COL .'S. PILES & „ 31' -0 i' & GRADE BM GRADE SEAM � - „- GRADE BE AM 12fi' -3' . .' 126' -0” 9' -0 3 a C Q PARTIAL NOTES: 4) WALLS SHOWN THUS:0 ARE SHEAR WALLS. SEE SHEAR I FOUNDATION PLAN WALL SCHEDULE FOR SHEATHING, NAILING & ANCHOR BOLT • (EAST PORTION) SPACING SCALE: '.e =1' -0" 5) SEE HOEDOWN DETAILS (SHEET 5 -4) FOR HOLDOWN • NOTES: 1)) TOP OF FINISHED FLOOR SLAB AT ELEVATION 2050' IS PLACEMENT. REFERENCE DATUM 00 "1 . 6) DIMENSIONS ARE TO FACE OF PLYWOOD UNLESS NOTED • 2) ELEVATIONS SHOWN THUS (- _ BE _' -__ ") INDICATE TOP OTHERWISE. project title: °\ OF GRADE BEAM ELEVATIONS LOW REFERENCE DATUM. 7) CONTRACTOR TO COORDINATE GRADE BEAM ELEVATIONS �� COL'S APPROVED 3) BOTTOM OF ALL EXTERIOR GRADE BEAMS SHALL BE 1•-H" /FINISHED GRADE, LOWERING AS PEOUIRED TO IAANTAIN & PILES PROPOSED GOLF RANGE FOR o ! °o MINIMUM BELOW LOWEST ADJACENT GRADE. 6" MINIMUM EARTH COVER OVER TOP OF GRADE BEAM. BATTERED HOW I �.� 8 VERT -:1 S_ �ry (C�O1111�1�J10EI�IITIr F � HRIZ� II''�''��'' o a s NS' GOLF, v 1x11 ON C. —, s J L'-Tl ry 1 1 u jI � BATTERED PILE O U V o e VERT.:1 HOW CITY OF TUKWILA JOINT LOCATION PER SEP 2 1 1995 1/2"0x3' -0° SMOOTH FOUNDATION PLAN - / z DOWEL 9 24 "o.c. AS WILD CUT BOTH ENDS CONCRETE SLAB EVILOIiJG DIVISI WITHOUT FLARE & GREASE ONE END i PER PLAN �� 03,2 PFR PIAU SHEAR WALL SCHEDULE TUKWILA, WASHINGTON GRADE BEAM _ •t` E_ S / /W 2" SAND r CENTER WWI./ PER SECT. A -1 EDGE OF SLAB CENTER IN SLAB (TAP.) I BALANCE PER MARK SHEATHING NAILING SPACING HOLDOWN sheet title: ' -0 " BARRIER - STOP AT C. J. SECTION A -1 .5i. 1' -0" GRAVEL EL BASE � - `� %4 CDX PLYWOOU PARTIAL � GAZING 9y PER SOILS REPORT CB7 POST BASE PER ARCH. 1 ONE SIDE 104 ®6 "o.0. - 48' NONE FOUNDATION PLAN il ( PER PLAN) PER ARCH. SIDEWALK __ - (EAST PORTION) a -- P INSULATION I — GONC SAB PER ARCH. • I 1 PER ARCH. �� 1 CONC. SLAB Q .x COX ONE PLYWOOD 70d 3 "o.c. 24' HDSA BUILDING. PERMIT SUBMITTAL 6 -30 -95 CONSTRUCTION JOINT (C. J.) jaAiMEMEMin \ PER PLAN PER PLAN INSULATION PER ARCH. R GENERAL REVISIONS 7- 12 -95 1 (PER PLAN) �+ JOINT LOCATION PER O O l0 -0 " /I\ ■iniomio DEPT. RaV141 8 -9S �� NOTE.: FOUNDATION PLAN \ r `e t -� I 1) PLYWOOD NAILING APPLIES TO ALL PANEL EDGES. SPACE NAILS 0 72 o.c AT INTERMEDIATE FRAMING. P. SAWN JOINT CONCRETE SLAB � PLYWOOD MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. PLYWOOD TO BE 'h'CDX. PER PLAN 5 -95 x' - s' +(PER PLAN) +(PER PLAN) • / / // TOP & BOTTOM 2) NAILS ARE TO BE 10d COMMON (.148 "0x2 Me" MINIMUM LENGTH). J gECEIVED ILA $ e / - - 2 -94 CONT. 1 3) WHERE NAILS ARE SPACED ®3' o.c OR LESS & HAVE MORE THAN 1 %" PENETRATION INTO FRAMING .IN OF TUKW L FA -. (ID. NAILS SGSR L B 2 T FRAMING ST HEJ O CO EREES NSALL YE O" NOVIDEL EP 19 1999 i» r ' w PILE I BA LANCE PER I � WIDER & NAILILS SHALL L BE STAGAG C GERED. IT IS THE CONTNT RACTTOR'R' S RESPONSIBILITY TO PROVIDE 3x x DFN2 J PER PLAN SE CTION A 1 FRAMING IN LIEU OF 2x FRAMING AT LOCATIONS WHERE THIS OCCURS. H 4 E • / / 9 VAPOR BARRIER) CON3IRUGTION JO PLACE (C J G)) 1 ._ 6 .. PILE Pg'' AUGERCAST :: 1 8"0 AUCERCAST , 4) SHALL NAILS BE PLYWOOD IS ON BOTH OFFSET TO FALL ON F DIFFERENT W F�MNG MEMBERS. NG IS LESS THAN 6 "o.c., PANEL JOINTS no. D : revisions date EA P IL E sheet no E; 1 0 PER SOILS R EPORT GRAVEL BA .. 5) ANCHOR BOLTS TO BE Vie (EMBED 5 MIN. 2 • • aB +a __ 6) HD5A ANCHOR BOLT TO BE i M WITH 10" MIN. EMBEDMENT DO NOT USE EXPANSION BOLTS design BT 94 -32 S - FOR HOEDOWN ANCHOR BOLT. G� • a m 7 ) SPECIAL INSPECTION REQUIRED OF HOEDOWN ANCHOR BOLT LOCATIONS REQUIRED PRIOR TO checked; CONTROL JOINT (S. J.) TYPICAL GRADE BEAM STEP SECTION A -2 SECTION B -2 ADORING CONCRETE. Q p p OF O e / SCALE: 3h 1' -0 - SCALE: Y " =1' -0" • y`I I t � 'date. 6 8 • • T A ® C ® © Q © J Q ❑ architects • ¢ COLUMN, PILE - — - ; linardic design group . architects I & GRADE BEAM _ -. -_ ''- _ t tl' ,' I , ) " A - 1319 dexter ave. n. suite 260 a - seethe. wash. (206)283 -4764 / 1,4 -6 r H a ._G. T.S O VMN ,( _6 - J 7 5' J 6 1 2A_ fi'I 24' X' WJ/ 24' A 24' y 1 ' PER PLAN _ L �/ // w Qu O I 1 1 1 i .LE _. -_ - : . MBEG MIN.) 5' V . _ .c . V 4 FOR BAIRN' f F �146 Pe rIR • C x .1-. ,,,LB 5 ,,. as 511 x12 all B_7 5 x12 GLB / I 5'x GLB SEE SHFFT S 4 CONIC S AB - EVE -ING PER PLAN - it ln' POOP ER,IMING PLAN - GROUT- "' �4 h ! TPI..- - - _..-- -.. I - -.. - - _._ - _.. -____- "...- - _ - I » I� • LQ_-oJ I I I'a \ , T �T A 1 F � xi 1 ax +O In PLIM/00D -r . u' P _ R I DG V RIDGE �� n ,6. - D E � . R 26' -9 _ �N I 1 ?g am - \ A II $ �� II PUSSES L. 1 I I PARTIAL ROOF MrIliall , (PER' PLAN) "� y ® 24oc - O;pf;g IGo< I I,: PLAN u 3 1 O - _. . _ _.. _ _ - _ - __ _ _ - - -- .-\-= " WEST PORT) a TT TTOM ■ '. I \\ 4x6 OF H2 124' -E `)' -AtF =1' - -0 -,_ ftj _ 1 +I 1 ' -C J C HOP I- / I ( 1 - NIT CONIRAC TOR f0 - ,EC H ECi S -4 F _ I R ROOF FRA PLAN NOTES" - - r - - - - -I - VERIFY WEICHI & UNI LOCATION PRIO NOTES MI,' ' 1 1 - _\ OF ALL MEC11. 75 R - v 70 SUBMITTING ROOF iRU'S_ - .■ I • M \ 1 _ _) SHOP DRAWING. - e� sultants . 1 � - - : -t. P. ALE CONNECTED - -- SHUTLER 0.. A ® ■® CONSULTING h ® ®® ENGINEERS Inc. SECTION A -5 0 © © © © 0 ® 0 ©r 1306e1�ew Avenue uS.E 98004 SCALE 4: " =1' -0' Washington O PEAt4- 1; (206) 450 -4075 FAX: (208) 450 -4078 X c pp � p� �e C 5 d _ __ _ �. .. __ _ - — SOVTHCE developed by: llllll��� ---• 1 GOLF, Inc. � . ^. ^ �_B .N S1 .WEU 11W @Yex10x1' 5 /6- 71 /1 1 - M 0 A36 THREADED 4 RODS EMBED 8" MIN . I P. x 72 THRU ` I 'I ' . M \ ' , H. u , COLUMN &BRACE � ■ , `" _! I 181st Street & 57th Avenue S. RI •x x H ° C A V Tukwila, Washington T.S COLUMN ".l DETAIL b t sF AEG HW PER PLAN '- ` 8 A -5 C TS5x5xx; ® I 5 13'. LB ' 5'x.13 GLB 5 134, ) x ■J7,) S EE SHEET 5 -3 FOR 5's 13 . GLB 5 13 6L8 5 13 GLB x.13, GLH 5, * 1 PER -71-RC BRACE F 1; t/ !/1't ,_ +•. ",' c s') (n + (n ( !l+ �� H. - ) B 6 ) rl - e') !l -1.) G CONIC. SLAB • - _ _ FLOUR FFnMINI, PLAN y�� 'A� DET. 6 PER PLAN 5`,/ .i3', GLB 5•13s, GLB m 5'A x134, CLB V 5!'x x13 GLB m - -- 5' 13 GLB _ - - - - 5 13': GL6 5 13'.; CL �� \ � 1' LEVELING I 1 "' LOW ROOF FRAMING e & BALANCC OF . GROUT- lo .LASL Cn4' =') D -E o - (n + 1 x') '?� (n + vx ") • (n +4x ") , - -5 ' r (nta (n +c (n1 re ) i�� o 5 .'3'- GLB 5 3', C4.13 5 x1311 GLB H. -6 a 5 GLB = ext3z GLB 5 13 GLB , 5 13, GLB PARTIAL PER PLAN L,..4r_ ' �� 5 !lt •.. i (l'14 !s ") (n '^ e 6 ) ( r, t I. ) Ill ' - ( ,n . .'i�� �' t ") (n +t ) t , ( ,,, -_ ( T - -. . - 2x6 0 �� SECOND FLOOR TYP - I� -- 3 i FRAMING PLAN i!;: O STeIR 3 -2.8 HOR 3 -2x8 HDR 3 -28 HDR 3 -28 HDR 3 - 8 HDR 3-28 HDR �iRINGER : CAP fe (TYP) x , • F -E F -6 K -c F -o F SCALE s" =1* -.0" _5" MIN BY OWNE[j5 OVER UEC NG (TYP) -- '� x_3,6 - 1'i ' ONCRETE 11 NOTES. I I SE HEET S -3 FOR FL!!.. RARING PLAN NOTES. „,1. � ° `— �' CEP -' W.O -.. D TOPPING SLAB (TSP.) s;a S t t . _ _ D i. i__ (SEE SRrH. TWOS title FOR CONTROL „ITS) project BALANCE PER �� _ - - ��—N L } , ,.. ALB GRADE BEAM (BEYOND) D] I J CONT. REINF. THRU PROPOSED GOLF RANGE FORS SECTION A -1 SECTION 8-5 0 ® © 0 © Q © 0, 0 GOLF, I� C SCALE: 3/4' =1' -0' EDGE OF .. _ __ _ —. _. - - - _— _ SLAB P - - 0 IN' ' ... _ O 6 H J x -- \ '_ _ BASE W PER COL _ O ® I , SECTION C e PER PL ¢ TS C e . , t I � ` ` _ _ � "' y x+ ro y + ' + a4� TUKWILA, WASHINGTON I TS COL- _ PER PLAN , 1 `I COL s. 1 2' -0" DIAMO�N^�DD • ` � , � m 4^x - • _� f - GRADE ISOLATION J01 _ j p+ sheet title: __ # BEAM (TOP.)-1, \� 5 ,(1,'+ ,+ 5 +k+ 5 PARTIAL FOUNDATION ` II! ?'4 .5x1' 0" w I ;, `p 2 -- m AB .s / { -_B 9 -5 PLAN, 2/ FLOOR & (EMBED 5" MIN.) -- -- -- - -- - - - - - - - -- -- - - -_ - = SEE SHEET 5 - CITY OF TUKWILA .. F OR BALANCE OF ROOF FRAMING PLANS o r N + N a N N i �I (WEST PORTIONS) e � 1 i t FOUNDATION PLAN APPROVED °, e h'� , 2x6 DF - m w II v `' I LEVELING - 2 O' �I BUILDING PERMIT SUBMITTAL 6 -30 -95 li . 5 ' 0 24 4h H um +.`'+ w GRADE 1- 4" CONIC. SLAB ON GRADE, REINEe © � � SEP 2 1 1995 - t GROUT - w /6x6 -W7 4 W1.4 W.W 0.. _ SAND. GENERAL REVISIONS 7 -12 -95 a A -1 BEAM I r I ON VAPOR BARRIER, ON FREE-DRAIN- ICJ AS NOTED . r INC MATERIAL & SU" .E PREPARED IN (PER PLAN) ` _ -- f . - _ - - BUILDING DIVISION BUILDING DEPT REVISIONS 8 -23 -95 'oA - - - A _ 4 I ACCORDANCE .". S REPORT. (2" SAND A BUILDING DEPT. REVISIONS 8 -30 -95 g x ' 4x6 DFE2 IGHT & VAPOR B.. ER NOT REQUIRED NORTH FULL H , E 'A •\`6 b +O)a 1 1 OF GRID d BETWEEN GRIDS QA & QT .) `''' `' Z N w v ®HOEDOWN HD5A HOI.DOWN 5 . HD AIL " o W" y6 I N t� s4 ' ILL, PARTIAL _mrimmismir FOUNDATION PLAN E o III n J - A - ^ ,�` ° l Al - - a I V ( WEST PORTIOI� N e fi COLS o 2x6 DF�2 r r SCALE '' /s" =1' -0" 5 24 0 < Nom$: I) SEE SHEET 5 -2 FOR FOUNDATION PLAN NOTES. ( ° GRADE BEAM ., ¢ PILES I 61, o ry '',4' + x\yd ++ L' PER SECTION A -1 j 1 v1 m® no. feVlerone date E l- 1 - _ -% - I t job no+ sheet nog c 2�`.' RECEIVED 94 - 32 2x8 12'O -c } ¢ PILES ez CITY OF TUKWIIA _ j ' 9 '- RADE BEAM 3 S'' 5 _ x OUTH OF GRID (J> A ' - SEP 1 9 1 995 ch ec k ed B T ��JJ SECTION '8 che 'A SECTION C - 5. ® �i "� w - , .. �I L�� r PERMIT CENTER Dc15 C'; SCALE' ' =1 -0" I l I ` date: 6 -30 -95 OF e 4