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HomeMy WebLinkAboutPermit B92-0324 - XEROX - REROOF AND AC UNIT<< City of 71kwilik. Permit No: B92 -0324 Type: B -BUILD Category: ACOM Address: 6400 SOUTHCENTER BL Location: Parcel #: 000320 -0003 Zoning: PO Type Const: Gas /Elec: Wetlands: Water: N/A Contractor License No.: PSFMEI *090NZ TENANT OWNER CONTRACTOR ENGINEER CONTACT Permit Description: Units: 0'00 Buildings: 001., Fire Pro,t'ection;: N/A UBC Edition 1,991 *t* *fir * * *, * *; *c ** er t Cente r' :Au Signature: BUILDING PERMIT STRUCTURAL MODIFICATI=ONS.AND ROOF FOR'`;NEW 'ROOF MOUNTED .AC ,UNIT. Front ;: Left: Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Type of Occupancy: OFFICE Scopes: X Sewer: N/A XEROX 6400 SOUTHCENTER BOULEVARD, ".:TUKWILA,; 98188 XEROX CORPORATION Phone: 1851 E FIRST`ST .STE 460, SANTA ;ANA CA "92705:.. PSF MECHANICAL, INC:, Phone: 9322 14TH AVENUE SOUTH, SEATTLE, WA 98108. D'AMATO CONVERSANO,..;INC. Phone 610 MARKET STREET, SUITE 200, KIRKLAND, WA 98033 NEELY`.THOMAS Phone: 9322 14TH AVENUE SOUTH, SEATTLE, WA 98108 SCREEN ADDITION Total P'er,mit Fee: Status: ISSUED Issued: 10/07/1992 Expires: 04/05/1993 (714)565 -1435 206 764 -9663 206 827 -8986 206 764 -9663 ***********.*********************************** * * * * * * * * * * * * * * * * * * * * * * * *,r * * ** SETBACKS Back: Right: :0'' Valuation: 14,000`.00 256.95 * * * * * * * *. * * * * * * * * . * * *, * * * ** * * * * * * * * * * * * * * * *° * *: * * * * * * ** (206) 4314670 I hereby certify that I have read and ' exami:ned :this permit and .know the same to be true. and" °;correct., All provisions 'of law andordina'nces governing thW.work-;wi be'''co,mplled with, whether spe:cIfiedF:" herein or not The granting of , this permit does not presume to give authority to violate or cancel the prov.,lsi:ons of any other state,; or local laws ',;regu l at i ng 'construction or the` performance of work.` , I ; am authorize Fto sign for and obtain this b ilding pe`r.mtt,..,, a.te 1 Q 7V9. Print Name:_ L.r21 .. Title: kp CT I.m/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT NO. CONTACTED B DATE READY DATE NOTIFIED q._/ ..✓ B (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING S 7 f5 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER SAD 03ak INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION • (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. ........................ »PARTMEN. BUILDING - initial review FIRE 0 PLANNING O PUBLIC WORKS O OTHER 34 BUILDING - final review PROJECT NAME X o SITE ADDRESS ( e 3 oinc ix --er (S REVIEW COMPLETED 9 Y - /AZ R. ' INIT: INIT: INIT: INIT: BUILDING ?ERMIT APPLICATION TRACKING ' RO I/ R CONSULTANT: Date Sent ROUTED IqZ. ZONING: FIRE PROTECTION: ( ) Sprinklers ( ) Detectors py N/A FIRE DEPT. LETTER DATED: INSPECTOR: Aid eanev - REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? l M1REME PUBLIC WORKS LETTER DATED: SUITE NO. ME Date Approved IBAR/LAND USE CONDITIONS? flYes f I No TYPE OF CONSTRUCTION: UBC EDITION (year): TOTAL OCC, LOAD SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ , D© O PHONE M a) JTt-( C- E f- _ 17 PROJECT NAME/TENANT Xe x t?(-176 - Ai t- 1?-00E -- kC 13hJI T ASSESSOR ACCOUNT # ©cDO7Za — 000 00 �01 - .1> ...•\t,11(__ TYPE OF U New Building U Addition ;J Tenant Improvement (com a cial) U Demolition (building) WORK: 0 Rack Storage ❑ Reroof ❑ Remodel (residential) 00, Other ere1 i iol,r cA cL > DESCRIBE WORK TO BE DONE: - ztc.TUJz6.L, tJov F IcA- - nboz, p... t� '(moo*' "�"m� kpiD i T7 0► - Fore_ 401.1 tOr.XF /O-T1> C LAN Fr BUILDING USE (office, warehouse, etc.) OFF Fl Ce, NATURE OF BUSINESS: )( o X IZE. 10ivAL.. OFF! CE, WA. ST. CONTRACTOR'S LICENSE # -per r--H E T c:ic, K WILL THERE BE A CHANGE IN USE? No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: ,nd0 Tenant Space: Area Construction: of (�F) W LL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THEBUILDING? st No ❑ Yes IFYES, EXPLAIN: PROPERTY OWNER X ,))( O a- b �S PHONE M Izi ZOO ZIP 4) &185 ADDRESS —To • 00 �01 - .1> ...•\t,11(__ CONTRACTOR P'' - Ec t4I1 C.4L_ /13C-, PHONE - _ 41.66oz ADDRESS q Z i4nk kie / . ? . TrL_e `( mi l A, ZIP 9 E5 iOb WA. ST. CONTRACTOR'S LICENSE # -per r--H E T c:ic, K EXP. DATE 6/p y� ARCHITECT(/ ocT E ) D'Ai -4aTO Co1Jge. - ?, 1c /i..)C PHONE ez7 WA, efiBeo I ZIP ( , ADDRESS 6 ID x la[zKa'T" ‘ G�cSi 7 ?cc l ila ".› CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING OWNER OR Y - - AUTHORIZED PRINT NAME -- C j.e AGENT ADDRESS? - pea. , I qy )4 T1‘ AYE- I CONTACT PERSON -- Roo (Q EEL-'--/ DATE APPLICATION ACCEPTED BUILDII PERMIT APPLICATION DESCRIPTION. ;.: BUILDING PERMIT.FEE PLAN :CHECK FEE;;: BUILDING SURCHARGE AMOUNT:: >':RCPTs'# DATE 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, pleas ^ contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES 3- q . q COMMERCIAL NEW COMMERCIAL BUILDINGSIADDJTJONS Completed bUildihtj • permitpliCatiorii(titie eactiPtfuctitre) : • •••••''''..:": •rwo sets (2) of the foliowing ' . .... ••••,.. • ::::.:•••::•••••••:••:•:••••••,•••••••• ••••••••••••„••••••••••••• . , . Etrticttit*crtIctiltttiottPistampt34:t3V.:0::W4phirtijion:ptttte•ticerise ongirieor • Potts report Topographical survey Wciriting:drawings;':itarripeCi 1?y,..aWashington : Slatd:lidense ...:•••••:•.• 'Site n .. •............................................................... • Archltoctural drawings Structurai drawings • '::•••••••••:•:••• .: • • :.: Eix' • ••• Two (2) sots of pians whith include Enliro space where racks will bo Iocati .... . .. ........... . . . „. . .....,.......,...........,.......... , • • riPIO66. of all aisIos ...................................................................................................... :.:Tenatit and exi: ways on plan " . • . . .:•Slittatural Ottituiptpnp stampod : , by • :••:;•ijiiiiin tie i'.'''Ittiak 6' and ovor) RESIDENTIAL •••••••■•■• SUBMITTAL CHECKLIST •:' NEW:SINGLE,FAMILY:•DWELLINGS/ADDMONS::'.::::::::::::::::1.::!...::::: .. ,:e101...6aovidi9••6p...09riti:i1 ............................................ 461..ii461i':.°6t6f:e -.:-:'......7...''''::::•',:•:::':::;•::::::.:::::....••:::..t:•••:°:snt::;.1.:N:.:'...;q1':::.,:.'.' •:•••• :•••••• . • :, -1 ii:••••:,•• F Assessor .''...:.,....:,''.,.::.:•::.::1'..'l 'droWingsi.:!!t ,-;,..:;,?.....;..,...,..., ..,:.-c.;i....09iiiiiiii...0qa...c.::::,,i.,::::,..:.::,. ....: ..... . ' • • wor ..... . n ... show C',?,,;.big.en,0' s ••••••:. s.)..',.!':',..-.: Twa • .• soti:i •:•••••,•••:: , •: ,,,,:,.,"'-:. ion p.a..,..acoss..7 ..•. ••, 1.h.of:aFF?.,,,.. Fouiloation .. :.,...,.....:.,.......:,..: .... .•..::::..,,.,.i4FlogoOrrp.111;9,..i.,....:,.,.......ii6..:..,,6.......i.....iai.:1.... !.iw..:....::s....,...,):::::....5:;.:::,...;:.;i;,......,.....: Buliding . :!3.•-%i.•;ioptio6;•.i::•,..::••:::::::........„...:;:::::.::::..„.....,...;:.:;•:•.,::::...i;••.:;:. • ......-..Billictiet'. 4.cr,9, n'iitig. P.kaf!:.:-.:::::::::::::::',]•!.:,,,::',:.:;;:1:i.;:....:).-• : , iiiibtura 1 !T..... : ...•. :::::: .. ,....: :::::.... ......... .. ... „.... . ''"..:.:.:':,::'....,....,:..::::.:::::::::::,,-. %:•-,:. ' . . • . ..codeq9t-;.•:$: D.601 idviiint.,....7..:.•::....,:::::•:.::::-,;:te........ai:•2....71' 9•::•Pi■;;i9i....:''•::::::;i:•:'•':':::::.::::::••.: •••'••••:•-'1CtI4PY.::RF7:::.:''..•:••:•••'i''...••::•.:::'''"''''''iti.i.tf.6. ..:'.',;•:-::'••••••:•:. • ... 1?P1ie:;k:,'„:"..:;C:::•:::::::•;•••%1:•••:::''i021O0r)9..:....i.:::::•:;••;:•':::'.:::::.i::: '•'•:•••••:•'•.:::(:•1is•• 61. 0c).P•••••••:.-:'"'..:.:'':?.'ll'''....":::::'''"'-iiiiiiiiaY'•1??'••• liiatitqu'i:::••::-.1•:','•.:'•>•:•••••:::'1.:• .•:,,ixl: )7; 7 !..:,':'..:.;:ir,....,.1::::;..,:::..•.: ....:''''4.iiijiik....9110 P...... ';eific: tl.f?. fr.1,..i...,..;....:....isf,:.::,.,..,;,:',,iiiclii(3:::,.. . :. ''''... • • ... '.... '.. :Iteiplan . :- he aidis t: foc ......1,: 7 :,:.:.;.,....;.:,,:..,:::.:::::::,::::::_ .:.61,:e# Jr.,.!1....::::i....::i.....ii-::,:::, :utilitY P°':•::: :,:•••,, .•,...: :i:loal and:so , s , .„ ........ COMMERCIAL TENANT IMPROVEMENTS 11% • InolUde which Site plan . LocaUon of tenant space • Existing and proposed parking on wail orsquaro footage • Tenant space p)an with usa of each room Iabeiied n det Cross .••••••••':"•‘''''';•".:.6069d wali construction and method ot •••• '''''y• ions s or and • ....... ceiling attachment for • '''". . • application . and plans 0 0 ;". • [1 Completed buiiding porrnit applicatlon (one for each Assessor Accourit Number Narrative descnbing existing root, matenal baing removed, and . . ••. • e NOTE A . • armo., • p.,.. it 0.1s ti • • i;• :• : A••••••••• iunt ...• Number ••••:.•-•, Li • dip FiESIDENPAL RE1 AS Two (2) sets at pians which in - • • • d ish and method of attach • hcon engineor may be required poo00:oofldititi , friirolf::OPPf(CatiOn: : ono for each structure Two (2) sets of working drawings which irioiud ••••-••••": Site pian Foundation pian Floor ptan • Roof plan and p!ans must be submstted efill I a • .,...0661 i : Ell Assessor Accourit Number .•. • ap ... •ea 011::.19 r). . " • .. . off 01 the permlt Total Fees« 25.6, ;95 A11 Paymentsz - .99.45 Balance: 157.50.: k*k *,'* * ***' * * * *k k* ********.*** k.*. *'•*.***' * * * *. * * * * * *k *k *; *_ * . *+k. * • * ** *** *A'**; I TY. Of' TUKWII:R, W11 ,. . t: •S *;* *k*., * ** *.** * * *; ** * *i* * * * * * * *A. *, * *, *' ** fir* iF ** R ' **k. * * * * * **.* * * * * • * * * * k **'. * * ** . .TiU NSMXT::NJumk erg: 9 200.095 `; rnaurit: ,9 ,0: . 6 l! . P.e :0;324 .:' ..Ty pe: `,0 -BUILD BUILDING ,NERM'T- • Par ce1 .No :00'0320 -0009 5ite`:' Address « , ;6400:; SO UT'HCK 4 fER `BL P Methrod tt '.:CH Ncitat i ari:: P.9 MECH ] 1 L8 *'*'*k***** k*** t ***** fik** k.** k* **,* * *,* * . * * * *' *k * * .k,*ki4• *. ***** *** *.aloe *k *k *.* .: "Aceourrt Code D.e ip. ia r +^tr` ... ' Pa td . 0.00/34, . .830: PL AN`'CHECK -» N,0NREC 9 9.45 °, , •.(This P.aymen ,` "45 . 99.45 TOTAL' 99.45 CHECK 99.45 'CHANGE 0.00 3229A000 16 09 • h *** **.*i** c, * *** 4** * * *.** * * *** * * * ** *'0, * * *lkr4'r4h ** .k *ok *' * ** *.fi # * *k : CITY':pF- TUKWXLR,:'WA TRANSMLT, * TRANSMITfiri.k *4 *+Y# 1Num*. �4k* . 4i*r4r4r*; #r.*+k_** *,4ik* * fir* it.44, i *•,ie4t' * *.if. **** *fir* * * *** *. **r **,. . : b errz ;x20,01`185' Amaurit.a 2 1O/23% w.ar`a i• Nob : :1 9`2 -427,6 :, Typo.. PW—HRUL ; MRULI 4.ci, : ?ai°re1 :'',No:a . .`000320- 0009. site ;Ad,d res.e,,: SUUTHCENIER 8 L : 0 ; rg , ti'on :':QN..EA.ST.`.8 2 OF PROP .Paym,en :t M'pthad,a CN GK. Not '0: ion :': : WESTCOAST PAVING Y iii 613 :a;.' �1••*.4k * * ** * *' *• r+ k•** * *44t' * * * * * *,,k. *:1i *.k*k• * *4,4* * * * * * * * * •*. **dlc* * **** • ,R;.ccaunt •:. Code .'pe.st 0"....,1 pt i on. P 41 d •• `0'Dt? /3 �15`. }3.90 .,PLAN. CHECK . UT,].L.IT.V .10 00 :4/.3:42.4.4.4. - ..INSP FEE UTXLZTY:. :. 3..5.04 • Tatati I(Thi.i Puyinent) r 25; 0 • Total: :Feetc Tata,1; Al 1 - 2540 'B1.0 nce a 1 GENERA 10.00 GENERA 15.00 GENERA . 54.00 GENERA. 22.50 GENERA 10.00 'GENERA 15.00 TOTAL • • - 126,50 , CHECK 50 MANGE 6.0a 462900o : 16:03 (51' C)3&4 k* *k *k ** k***** * *k * * * * ** * * * *14 *k * ** *k * * * * * ** irk ****k *k* * ** *k*****k `� ;x1 Y. :TUKWILA y WA TRANSMIT:. \0, kit * k*i *k * ****** * * *kk fir *** *** **r** **** ***k* r*k***k*****k * ***kk*** * *k TRANSMIT': Number: 9200/186 ;Amounts'. 76.50 :10/23/' 2:`16: E3 Permit Nai',:`PW92. 0277 Type: PW -LA' LAND ALTERING PERMIT ;Parcel ;'No a:= 000320-000 .3ite lAd,dress:.;,6400` 9OUTWCENTER:RI. Lacstiari. '`ON` EAST SIDE OF PROPERTY a ayipent: Me;tMod: ':CHECK 'Natation: WESTCOA9T PAVING Init: SAGO.` ***************, k************** Ik*** 4,* * * *i, * * * * * ** ** * * * *ir **ic * * * ** ccaunt Code DescI- iption Paid ! ,54:00. 0/345:830 PLAN 'CI1ECK . NONRES.. r °` 22.50 Total (This :P tyment )n 76.50 76.50 76.50 0/322;100 BUILDING - NONRES Total : Fees: Total All Payments: Balance: Tat,al Fees :: 2.5.00 Tut.�i1 All 'Payments:: 25.00 :Ba1 anre= •`.00. • * k* i4k*** k*'k** k****:* kk k kk `iF *. * * *kk * ** * ** *. * * * * * k *k* CITY Or TUKWILA,, WA TRANSM1 "r *; * i4, * *'k *k, ***k*i * **;k'ic** t * ** *** ** * * * * 'k * fie * *' *k.* E* *ark **k* *kk * * ******* TR•ANSMIT Number e'' 92001.187 • 'Am u c�rn : 2 . 1,0/2 00 :1,0/23/92' 170O ,. f''brinit No,n Pl 92•- 0'276' Type : z :`P4i STORM DRAINAGE • Par��cel N :00032,0 -0003 i to Ad dregs a "64.00' SOUT.M,GEN PER " B4. • Lacatiari': ON': "FA9T .SIDE: OF PROPERTY Payment MetIioioi `CHECK ': Noti t an; WESTC OAST PAVING . ":Iriit i SAO *'ii: ** * : *** k*"**** t******** k k ***+ k ** * * * **e*: * * * * * * * ** *.* *k * * * ** 4.:A.4*,rik ccour►t.',Code Descr�ipti.pn P aid.:: x0,/345.830 PLAN. CHECK UTILITY " 1'0`.00 2 %3.x{2.900 INS:P FEE — ST,QR,M DRAIN: , .1;5.00 •.Total: (This P yment) 25'.00, 03D *k k * * ** ** * * *,k *** fie ** * * * *k ** k *** * * k *' * * *h** ** * * * * * * * *k- * * *•k * ** * ** CITY OF TUKWILA ; . A k * TRANSMIT * ** k * * *, * *. * * *': * * *k * * *' * * *. *. * ** * h*. * * * *: **k * *.* * * * ** ** * ** * * h ;. *# * *k *k *:h* . TRANSMIT, Number: 9200:1096 Hmiountt,' 1 7;50` Hermit .Nay !.E392 -0324 'Type: 137-13U .. BUILDING PERI1j/68 /9, a' ite '..Addressa RL Payinent Method: CHECK- Hetet,i'on; PSF:MECHANICAL ` Initt SAO kit ***.* ik kit **'*:* - k**' J*** k* ir***41i:'*'*V•**** * *** *** ** •k: * 4h*i * ** * .X4. 14 * *** ** Total -Fees; 256..95 All P.ay Ise rtta 256.85 Balance: MCA. n..�.o ... .r .. .w w�..•... .. .w .w.v . 4:0ca kii;; Gad`e pebeiyi;Ntc i a.n, 0 0.0 :3'.22: 1'0U.' .: `BuILD.ING :- .A4ONRES sT,ATE: pU]:LOINO SURCHARGE: Tata1 f Till's ; Pa'yiaeri,t;;) ; .000/3E16..204. Paid 15:300 4.50 157.5'0 GENERA TOTAL CHECK CHANCE.; 4145A000 7 157.50 157.50 157.50 0.00 15:12 r.� Address: 6400 SOUTHCENTER BL Tenant: XEROX Type: B -BUILD Parcel #: 000320 -0003 CITY OF TUKWILA Permit No: 892 -0324 Status: ISSUED Applied: 09/09/1992 Issued: 10/07/1992 **************************k****************** *•k ** ***k** * * * * * ** * * * * * *****k** Permit. Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All permits, inspection record.s.,....and.w.approved plans shall be maintained available at,. the` 3.ob'. 4s'fite p;r`l.o :to the start of any construction. „.Thiele;; do'auments are" i,nta i ned available unti l final`lnspect`ion ap is granted. 3. Validity of Permin. .Thee tj1_sysUfarjce otla permit or approval of plans, specifications/ and cSmp�ltattiion,s, shal {not be :tc in,- strued to be p errni t ` = f.or', or• an,. f�of, {'an.y: violat,ion of any of 'the pro of t code' or t oth,e,r ' ordinanceof the�Jurlsd,iction. F No ; permit pr� T to give i, vis authorty,ortol or ate „ cancel.,the,��,provisions'•.of this code shall Wvalid. ”' Y '' Project: i\ P v0-4 r ype o nspect 4 a ddress: i p - � p ,v r ate .: q 14 - , I / d Special instructions: 1 6 `' F�X:� 1 1z.�. 0 , --- S i tic en I . Date Wanted: 1 - c)" (' 5'� a"" am. ,m, R equester: 0 ' - 0�.3 (0 - 1 1 5qc) CIA f M r Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Corrections required prior to approval! 1414 L.rk &24 (206) 431 -3670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Project: x i) TY/fpectfIr. i in . n I y ia.e...c....-k Add (01 0 ,7D e044 44. AL Date Ca le ' i 0 — — 10 j Sp nstructions: Date Wanted/ 0 ....._ 2_ q ...,„„ 4 ,0, m. .m. Requester: Phone No.: Flecept . o. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Uate: (206) 431-3670 El Corrections required prior to approval. COMMENTS: e: 2.3/47 ' o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Project: Type of Inspe9t"on: Date Called: /0-7/ ress. Special Instructions: Date Wanted : , U - 2 -12_ . p .m. Requester: Phone No.: Approved applicable codes. INSPECTION RECORD Retain a copy with permits IN SPECTIONN 0. R rf •. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 0 Corrections required prior to approval. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. Call: to schedule reinspection. SEP 09 '92 09t9 1,1h1I SERVICES INC SENT DY' M Tolaoopier 701•i,11 -90 -80 ; 3;15Pt* ;' • • T44'yvb i;76 1111 2809 I ,t1 ' ( 1 Exhibit A The Building is looateel on. the real property situated i' the City of Tukwila, King County, Washington more fully des or Lbed as follows t That portion of the Wm. N. Gilliam Donation Claim No 40, Township 23 North, Range 4 East, w described ae follows Beginning 1336.79 feet we and 1501.50 feet North of the Southeast owner of Sent 71. i'ounchip 33 t:.-.A.1.1, mirage 4 East, W.M.; thence East 250 :Feet; thence South 323.50 feet to North line of County Road too. 622/ thence wester],Y along maid North line to a point South of: beginning; thence North to beginning; EXCEPT por- tion conMed to Xing rinuntp 6oi Rentsn,- .e1,4Ge Tree Point County Road by deed recorded in . vo1wnc 1.505 of deeds page 486, under Auditor's Pile Nu. 2685209, record of said county. (Consisting of 101,155 equate feet, more or less.) TOGETHER WITH: An undivided one -half interest* in thaE portion of', Magadan' Road, as wasted by King County Surveil, Nva 639 "a ", lying westerly of a line perpendicular to the Northwesterly margin of said Macadam Roed at its intereection with the Weeterly ling of that portion of the William I3. Gilliam Donation Claim Nca. 40, in Town- ship 23 North, Range 4 East, W.M., as conveyed to H. tea }fine Anderson and Ardeth Anderson, his wife, by deed . recorded under Auditoria bile No. 5645225, and lying North of the Northerly margin of the Renton -Three Tree point Road No. 2649. 'i'QGpTHER WITS: Road and utility easement granted by 4amee B. Hunting- ton. and Helen Diane Huntington recorded under Xing County Division of Records and Elections No . 205,.982. 2003 RECEIVED CITY OF TUKWILA a cr' U 4 lib! PERMIT CENTER r TO: FROM: DATE: SUBJECT: col a3 lea City of Tukwila Department of Public Works 6300 Southcenter .goulevard, Suite #100 + Tukwila, Washington 98188 E Hauling J oi a ` D a 7L Land. Altering ?I Storm Drainage �V� a pal Q M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING DIVISION OCTOBER 22, 1992 UTILITY PERMIT AVAILABILITY /REQUIREMENTS Xerox Building Pavement Repair 6400 Southcenter Boulevard Project No. P92 -0130 Contact Person: Ed Berschinski Telephone No.: (206) 454 -5600 THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE ACCORDING TO THE SITE PLAN APPROVED ON OCTOBER 22, 1992: Permit Fee $ 25.00 $. 76.50 $ 25.00 TOTAL $ 126.50 The Developer is referred to other City agencies, including the Fire Department and Building and Planning Divisions, for other requirements which may affect the commencement of this work. Two copies of the confirmed Utility Permit Application Form and approved site plan and six copies of the haul route map are attached for inclusion in the . permit file. JP /cd attachments :.a /e cf: City Utilities Inspector (w /copy of plans /application) Development file (w /copy of plans /application) Phone: (206).433.0179 John W Rants, Mayor Ross A. Earnst, P. E., Director eqa -a 3 al/ CD.D18.X8ROX.UPA Fax (206) 431-3665 7: riEHterCEHTIFY.THA • V. READ>:THIS P..P.PA0N AND.. T : AME : O B , ,� E A CT1 .. ..:::...: ......:....... ... :...:...... ... ... .... . ...::................:HE.S : T TRUEAN,D:CORR Applicant /Authoriz :. - -- - Agent Sig . r-: ilat•= . Contact Person print name): CP 1 1-+t it -r7i1 Address: Ice p ,--a E. CI - sy. rr . Print Name: .d�. kr'' Date: / p -- a -c.)___ Phone: LA 0 600 Pu -.- -vu .34:3(...4_, Phone: 4S4- SL,rzp Date Application Accepted: ( Date Application Expires: 4--1. nn `` •. ' yi 1 =9 OJ ECT`< =,ORMATL Property Owner: Street Address: Engineer: Street Address: Contractor: Street Address: King Cty Assessor Contractor's License #: Usk RMF QUEST //2x/92. DE p,OS,IT %;; .... Fi EFUND . /BILLI .... NT <SEF,RV,ICE > ><; BI T. ❑ Water Name of Project: C� ✓ e/ o ?< r i)rS' C- ct.v c0;4e 0 0 r c4- - oo SCRIPTION ❑ Multiple - Family Dwelling No, of Units: CommerciaVindustrial ISC.ELLANEO FORMAti City of Tuk t Central Permit System - Engineering Division st.2 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 UTILITY PERMIT APPLICATION Site Address: , L oC7 r J ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control li Hauling Cir Land Altering 3 3 5 cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times Date: ❑ Sanitary Side Sewer- No.: Name: Street Address: Name: Street Address: ❑ Sewer ❑ Metro ❑ Hotel ❑ Motel 3 Office ❑ Retail ❑ New Building Square Foot -ge: Id ❑ Standby ❑ Single - Family Residential ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition ! , JJ p P �4 {; 1f I ;w Phone: (206) 433 -0179 7- Phone No.: '7 itVCG.S - - 17/ City /State/Zip: Sr 4 , 0) `T X703" Phone No.:.)6VYCLf -S'6 City /State /Zip: Phone No.: ,(j X5--6 ytsQ, City /State /Zip: )- ilL -, ❑ Sewer Main Extension ❑ Private ❑ Public ig Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public' ❑ Water Meter / Exempt: - No.: — Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes• ❑ Water Meter / Temporary: - No • _ Sizes• Estimated quantity: Schedule: ❑ Other: Phone No.: City /State /Zip: Phone No.: City /State /Zip: ❑ Other: ❑ School /College /University ❑ Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ peo King County Assessor's valuation of existing structures: 04/22/92 j I} DCI D AMAM CONVERSANO INC. Consulting Engineers STRUCTURAL CALCULATIONS for Rooftop Mechanical Unit Installation at Xerox Building Tukwila, Washington August 21, 1992 D'Amato Conversano, Inc. Structural Consulting Engineers DCI #92072 • 610 Market Street, Suite 200 Kirkland, Washington 98033 (206) 827 -2238 RECEIVED CITY OF TUKWILA SEP 0 9 1991 PERMIT CENTER FAX Na, (206) 827 -8986 DCI DAMATO CON VERSANO INC. Consulting Engineers 715 Q. o . Co3i4x N 0.0 Ce -) • (caeo 10 x Z C� ej (1 o (?'4. wen rAkr IiweAndr GAQco+Hb Project Subject 'ru*titit (a O ' P7dt �.+evior U9ewvn.4. Project No. 1072 tJAVt i i90o c -> low 144 Sheet No. Date .e)Us v"o Oast Distrlb a t,-fr) (40 /4)( } per low N Pr1N (Vv_avamicea •547o4 ((49/9190) • • DCI D 'AMATO CON VERSAN 0 INC. Consulting Engineers - 40/ -rmo 4)(1)- (5m,;4;det,r 4o Sri 6; vokfr st-a)-4 a41 9 OPIA 1 (51)0 p4; 9(1' f) F = tig30 V Yt t 1.41i2 S.City 1?-1 X12. / 1,S =- 40% c'.. +X1'2- c ="13.8 ■•■• qA101 Tension :Shear Moment Den. Distance rlox a. Act,lt,mni Project -rtA444,0 cts-m) tlaut6 Subject A/t.edn - 1‘C / 2, 1(1.4 1 / 1 \ (0-,Skt 7-;0 1 1 4 P • \ . x 44%2. Gasi 1,4,( 121. -...-.up.o<>(1 t t>l• - 1 401 ( II oe-• • • 1 - FRAME MAC file: BAY 8•7.13J; Last modified at 2:08:59 PM on Thu, Aug 20, 1902 0.00 2 L.9.do V El em LZiril'.`68 El L eal .3. 3 4 N 2 c 6 c1 . 4 0t1 Node 1 Elam 1 " 0.00 N4X1 0 0.00 N4g10 0.00 144X 0 0.00 - E....tafo.00 --- U-1890,00 • - • - - DD1R F M : 1 1 . 1 DD1L MR 1 DD1L DD1L , 0.00 A l oe , 0.00 0.00 0.00 0.00 0.00 0.00 0.08 ).• 0.08 0.33 0.03 0.03 0.33 0.08 -r. --4k---7t: - -k--k•-•" - f : 1 - 14. 1 - 1 7 5,4 s= I t44 pet4 inch 1- " 7- 137 - 07.01371 - 7. 1 7 - 1777317;Thigirr^ - 1 0.00 4.0u 8.00 1 2.uu 18.00 20.00 4 I nil FA 111" ../FAIKI IIPU Ir ai FA Fi ao- 0,AAAls3,/..-2- RecriCiAt I. c,5wtot Jt Me-- • - DD1R 0.00 0.08 F: kip D: kipat M: kip-It E: ksi 0.00 kip 0,00 0.93 kip -1.02 5.08 ktp-11 0.00 0.00 Project No. ?O12- By • Sheet No. Date 1 g4c9 . '1D - 1 S - 4 ok- • Subject Protect ' (rAe.v'; ( a: Meth \ U✓u:!' Project No. efaoir Sheet No. Date g - �o DCI D AMATO CON VERSANO INC. Consulting Engineers FRAME MAC file: B1.b4; Last modified at 11:12 :18 AM on Thu, Aug 20, 1992 Nodal 0 L. 4.75 14� 7 L - 1 2.a0 Node 5 0.00 L .75X 0.00 eL8 .75 18 0.00 . :. • .1 MAL 001RDDIL' FD11 FD1 F01 FD1 FM FD1 D iR 0.00 0,00 0.000.000.000.000.900.000.000.00 0.00 0.82 0.82 0,41 0.930.930.930.930.930.930.93 0.41 Tension Shear Moment 'K p4,1 10' ^ / Sre ( - �g,�� ' x = ."))4o, ( 1 a '1 , x I u I Ati! 11,77 31 S'fi. ' ti It:Sk�IS A.allOw = �(.o.1 )01.48 1 (,1Q)' -dac+ I,10ll D aft. . «••••••••• ......... « , Inch ... « ........ . -1.70 Distance 0.00 L/ .35/4 L/3 L/2 18.05 / 3L/ 21 �0 •° 28.75 1t F: kip D: kip /ft M: kip-ft E: ksi 0,00 kip 0.00 11.33 kip -12.22 78.24 'kip -ft 0.00 0,00 • Project No. Sheet No. DCI D AMATO CONVERSANO INC. Consulting Engineers Project 013 L -x.15 & XI? 6 1Co - tvtlk Load Tension Shear Moment Dell. 14-tAnit.al Wt ei FRAME MAC tile: 82.01; Last modified at 11:07:00 AM on Thu, Aug 20, 1992 N2g Ne Will d 2 Noe 2 t 8 ,5 0 1 .11.69 11.59 0:00 4t 18?0. 18 � 0,00 e 7a>� 9 0 .Ie o.o FNd DD1L FD1 FD1 FD1 FD1 F01 FM RDDIL 0 :83 0 410 830 :830:830 :030 :830:83 0.410.82 0.00 kip 0.00 11.40 kip -11.40 79.12 kip -It 0.00 0.00 .. ...•.«.....r«. . «.. inch .....« «•�«••.. « ...... «. ««N«.« � -1.72 I L e / LL' /4 I L /3 I L 1 2L� 3L /415Lia 1 Distance 0.00 6 .35 10.70 18.05. 21.40 o T 0.82 T' I 11 28,75 F: kip D:. kip /ft M: kip -ft E: kal Use Classification •■■•• Roof beams Industrial ..�.� Commerical and institutional ..... Without plaster ceiling 1/240 With plaster ceiling 1/360 , Floor beams Ordinary usage' 1/360 Highway bridge stringers 1/200 to 1/300 Railway bridge stringers 1/300 to 1 /400 'Ordinary usage classification for floors is intended for construction in which walking comfort and minimized plaster cracking are the main considerations. These recommended deflection limits may not eliminate all objections to vibration's such as in long spans approaching the maximum limits or for some office and institutional applications where increased floor stiffness is desired. For these usages, the deflection limitations in Table 5.8 have been found to provide additional stiffness. Use Classification 5-150 TABLE 5.7 Recommended Deflection Limitations Applied Applied Load + Load Only Dead Load 1/180. 1/120 1/240 1/240 TABLE 5.8 Deflection Limitations for Uses Where Increased Floor Stiffness is Desired Applied Applied Load + Load Only K(Dead Load)' Floor Beams Commercial, Office and Institutional Floor joists, spans to 26 ft _ LL 5 60 paf 1/480 1/360 60 psf < LL < 80 paf . 1/480 1/360 LL 80 psf 1/420 1/300 Girders, spans to 36 ft LL 5 60 psf 1/480' 1/360 60 paf < LL < 80 psf 1/420' 1/300 LL 4 80 paf 1/360' 1/240 'K an 1 except for seasoned members where K me 0,5. Seasoned members for this usage are defined as having a moisture content of less than 16% at the time of installation. 'For girder spans greater than 36 ft and joist spans greater than 26 ft, special design considerations may be required such as more restrictive deflection limits and vibration considerations that include ' the total mass of the floor. 'Based on reduction of live load as permitted by the code. For spec: moving boar Camber) Camber circular or I recommend . of use. In ad is of simple, r by the camb and cantilev Fending' The roof `•eminended ponding. Ho be designed system subje elements of ti and roof shez use of a com of the magni loads. Recomm d Roof bean Floor bean Bridge bea Long sp: Short sp. 'Roof beams level membc camber is usi Roof beams distance bet• Minimum ca may not be o also apply to "Floor beams level member or similar flo be provided 'Bridge bean spans to obt: C- DCI D AMATO CONVERSANO INC. I Consulting Engineers 02'7) f = )4,1 S' &1,1''/4 x _ I W ow la FRAME MAO 3 i Me: : 83.bj: T1 4l5 14 ode 7b1:28 , A L:B dO N 28 7B ode 0 '[a 93.213i1899/1.4178 L 75X2a .0 - L6.75X21 0.00 OL8.75X21 0.00 . 800.0 . 1800.00 . 6 .1 8 0 .00 - D01 DD1L FD1 FD1DD1RFNdD1 FD1 FD1 FO1 FD1 F01 8:83 0.0a 0.000.000.00 0.00 0.82 0.411.041.02 0.41 2.04 2.04 0.00 0.00 2.04 TTTTT F kip 0: kip/ft M: kip•It • E: ksl 0.00 klp 0.00 11.98 klp •14.66 87.37 klp-ft 0.00 0.00 Tension Shear Moment Oa!I. I I at .3 /4 I L / /3 I 1. I 21./i 3L /4bL/6 Distance 0.00 5. 35 10.70 16.05 21.40 47 i -i �? - (not. Ci 749 I�G -c.rwy,.. ot,f) v wtjt 1Al ... »»«..»».... » . . ... »..... ......».. »....».... .1.1 Inch I ft 26,78 to7fl e)-'10 c vi.-r U. +at-) -gym NEW vrwr (j\ = 87, 7 �I SrP /2,4 ids = ''1i 7 e _ SaAPCI,1 = (-fob,/ 3 , ' l e t = 3 Iq.60- v11 Z- (.S I , i 5 4 = , * .016 .AaUow ., /24, ?fEx12 ft t .'9 �� atc�u.a,Q = DCI D AMATO CON VERSANO INC. Consulting Engineers Project - r -w c& Subject C rOo &t,10 11,i 1 12.0 L T Load Tension Sheaf Moment Den. T FNdD1 FD1 FD1 FD1 •1 FD1 FDIDDIL 0,00 0.000.000.000.000.000.00 0.00 2042.042.042.042.042.042.04 0.02 r 4 MteG, V vi - FRAME MAC Me: i34.b : Last modl lad at 11:34 :57 AM on Thu, Aug 20, 1992 Nods 1 lem 1 2 Nod. 2 E.lom 2,3 Node 3 0.00 1 .do 1 2.00 L.14.75 28.75 L8 75 21 0 00 41.8.75X21 0.00 whir lA., . 41 ».» ».......«.«. » n+wM Inch ...»..« « «. »....».,,,...» «.». ».«.. « . -1,1e Distance 0.00 ,35 /4 L/3 10.70 L/2 18: 3L/ 21 40 28.75 ft 1.1. ^ , t't ; M = f1.3 "2 .yxi,IS DD1R 0.00 0.82 F: kip 0: kip /ft M: klp•ft E: hat 0.00 kip 0.00 12.38 kip 1 .11.97 87,30 • klp -It 0.00 0.00 Project No. g)072- BY Sheet No. 1 Dote g-.o - qr 5 � _ 41.0(0,2. (. ..3t - 1,04 21, -)y- IGS' I A i1u t = 114(.1A42.' ' o� h allow = 20775x aohtal,- 1s • DCI D:4MA7V CON VERSANO INC Consulting Engineers Project \ . • Subject FRAME MAC file: 85.bJ: Last modified at 1:22:38 PM on Wed, Aug 28, 1092 Node 1 Elam 1.2 Node 2 0.00 .20.d0 20.00 0.00 NO 10 0.00 Tension Shear Moment Deli. DDILDD1R DIAL 0.00 0.0 0.00 0.07 0.07 0.1 7 A T. Lr /4 IL/3 I Distance 0.00 4,00 8.00 14.AAr d. 64+P? PAP-a"Ulelit cM,anA) ^ 74 z = So rM DL1R'b1L 0.00 0.00 0.17 0.07 • " ' C 'T' 1e S 6.02 (0.02-A 12. = 44:10..41 �xloc 4 6 1 , g 1 .. Aa((ow = 0.4 X 12 / ? ^ 1 " ' t' -{vtulL 2 "aGhAa --e.. T O 0D1R0 0.07 L /2 1 2L /I /4 LL/ I1 12.00 18.00 20.00 F: kip 0: kip /It .. M: kip -ft E: kid 0.00 kip 0.00 1.30 kip 1.07 8.65 kip -It 0.00 0.00 inch -0.86 Project No. g1 Sheet No. 5 Date III :.9= ,ume- cL,1co xl Viere u "1 Lj�f (14.46 DCI ,vw-tr. vo:ts Project No. e'9072-- BY Sheet No. 9 Date q -6 (9' D 'MAYO CONVERSANO INC Consulting Engineers Project r pred Scheer 0h- C, vtzcA1 u j' of t Sl eui" %911-e0( Sue t/ w - cs� pnA5\n dR SCt vY� etac ' ec wvv� ce.,P,m Y�r��a � - 24 i�S ( wvl\-cl GV z yhlnifd1 1tt4 t27tit,.:( .A -- Iy -i = 3 t avG (4- r p LI — L' e j5 Wvvz1 c 6ep O% Pett ri I Y, 1 ,, I/O e - �""1 '� ►'►'V..4-f".071 (► P&•c ps- ... ottaao e k ao w Ghee - li mUM Vg eli . 'rite e GB- ekoNK-vt.0 .Q,A,U - 12 I,S -=(0,s J Q to PAM= 1064 we(s6 cMe I e&n (?3 /P74 1 D015 4,0(.0V 11-.3g k- te, 27,o.' p l - o r /Lo X 1 4 015 � - ( �i0 -h2D 4- 3o. - 63.5 I` ov cu.Stl I< 1~ cep wt ` tool altoW MI-- GPnet*, Ceeiu rn D/& X60. , ON?if "5 '5.V111-5411 • . SPECIES AND COMMERCIAL GRADE SIZE CLASSIFI- CATION Section 2504) • • • 'Sr 2. 1991 UNIFORM BUILDING CODE Consulting Engineers Project T4-wi(A p Pp meal uwil' '40 = O� elf 0. 1.0 q.(0 4.= 1X3 F 2p2,4 eLslyu s 0,). LSTAces Stw;tps cap= 416 Project No. R Sheet No. ( Date Nom. Tons H L W A BC 0 E F 6 J' K' M N P 0 R S T UV X Z 20 & 25 5.744. 241% 7.6% 8-494. 5-3% 0914 0.11 1.114 0.11 24% 1M 16.3 16.7 15.5%. 13.3 7-0 6$ 3.915. 3-4% 5.7 0.5 7.914 1 1 30 81% 241% 7.8% 89% 5-8% 0-914 0.11 1-1% 0-11 2-2% 1 & 9 18 18 -3 16-7 15.5%. 133 7-0 86'14. 49144 3-414 5.7 0.5 7.914 40 6.6% 304% 7'814 7.2% 8.1% 0-914 1.114 13% 2-5 2-5 203 19.1014. 194 18. 11 15-11% 8-0 7.814. 54%. 3-4% 5.7 05 7.914 204% 50 & 55 5.7% 32.1041 7.8% 8-4'6 63 0914 1414 1.344 2-5 2-5 19-1041. 19.7 18.11 15.11% 8-0 7.84. 8944. 3-4% 5.7 05'%. 7.914 20-6% 60 6.6% 30-214 9-8 7-2% 81% 0-944 1.141 13% 2-5 2.5 IM 19.1031. 19.7 *811"As 15.11% 8-0 7.814. 5.944. 4-5% 7444' 0-044. 9.11 20816 70 &75 6-6% 302% 98 7-2% 6-1% 0-944 1.114 1.314 1.4 2-5 203 19.1014. 19.7 18.11 15.11% 6-0 7.8%. 89%. 4.544 7444 0/1 5'. 941 2084. • Figure 69-1 - 20-75 Ton Heating/Cooling Unit Dimensions GRAIN HOLE FRESH AIR INTAKE ON SO. U. 60 10 A 7S TON ONLY .'0" SERVICE CLEARANCE CLEARANCE SERVICE CLEARANCE DRAIN HOLE SRAN ANCE 10y • HINGED PANEL CTISI DOOR FILTER SECTION EXHAUST/ 100% RETURN 00% EXHAUST/ RETURN Cr ' EXHAUST } DAMPER ONLY NI R Note Oimemions shown Ere fa High Has low Nest host units. K LIFTING POINTS (4 REQUIRED) 1 S. POPE CONOENSAT+ DRAIN ROTH $1011) 4• MA)(. CONDUIT &10V ELECTRIC HEAT N IN NMI CONOINSATE DRAIN Dimensional 20 -75 Tons Data ACCESS PANEL (REFRIGERANT COMPONENTS) OPTIONAL ACCUSE 0001 VOW L • S R % 4. V•lW DOORSWING HINGED PANEL MEAT SECTION I %• 69 BAROMETRIC DAMPERS (OAS HEAT ONLY) HEAT ACCESSORY CONTROL PANEL PLUS EXHAUST ( OAS HEAT ONLY) IX• OAS CONN. (SIDE OR BOTTOM) 1 %• OIA. DRAIN HOLES (Sam 1101111 a +- .•■•OIECHARGI OPINING Table 69.1 - Heating/Cooling Unit Dimensions (Ft in.) - SEHC, SFHC, SSHC, SLHC, SXHC D.. CCEE GRANGE 3 MAX 20 TO S{ 711 f e0 YON °A )4' CONDUIT CLEARANCE HOLE FOR AC CONTROL CIRCUIT CC q ONNECTION AT CONTROL BOX FOR DC CONTROL CLEARANCE 011 CONNECTION AT CONTROL SOS T4 • KNOCKOUT THRU EASE MDIINT DAMPER +D +D +-E +-P .'0• it P HMSO PANEL UNIT CONTROL P1XE0 PANEL UNIT CONTROL DECORATIVE ORIL1. TRANS Table 72.1 - Approximate Operating Weights (Lba.) Weights Rooftops With Exhaust Fans SA SX SE SF SUSS 4320 4520 4660 4900 4808 4540 4770 4910 5170 4969 5230 5460 5620 5880 5535 6860 7200 7360 7840 7636 7900 8260. 8430 8900 8618 8160 8540 8690 9190 8690 9360 9510 9690 10160 9590 9800 9940 10100 10580 10440 9800 9940 10100 10580 10440 NA 14340 14470 15140 NA NA 14670 15030 15690 NA NA 15240 15410 16050 NA NA 15730 15860 18520 NA Rooftops Without Exhaust Fans Nominal Tons SA SX SE SF SUSS 20 3950 4140 4290 4550 4428 25 4200 4400 4540 4800 4599 30 4820 5060 5190 5460 .5135 40 6280 6630 6800 7260 7056 50 7250 7650 7780. 8260 7968 55 7520 7890 8060 8520 8040 60 8490 8640 8810 9280 8710 70 8920 9080 9230 9710. 9570 75 8920 9060 9230 9710 9570 90 NA 12970 13140 13790 NA 105 NA 13540 13700 14340 NA 115 NA 13900 14070 14700 NA 130 NA 14370 . 14540 15200 NA Roof Curb All Heating' SA Units & SXHC/E 490 510 490 510 490 510 515. 550 515 550 515 550 610. 640 610 640 610 640 NA 770 NA no NA 770 NA 770 Notes: 1. Weights shown include the following features standard coils. 100% economizer, throwaway filters, maximum motor ekes Thigh efficiency), Inlet guide vanes. 480V XL. High Heat. 2. Weights shown represent approximate operating weights and have a *5% securicy. ACTUAL WEIGHTS ARE STAMPED ON THE UNIT NAMEPLATE. 3. If unit is not as specified in note 1, you must reference RT E8.96 for more details as well as for point loading and center of gravity, • Dimensional Roof Curb 20 -75 Tons Figure 71-1 - 20 to 75 Ton Optional Roof Curb Dimensions (Downflow) Data Table 71 -1 - 20 to 75 Ton Downflow Roof Curb Dimensions (Ft In.) Tons Model A fl C D E F G H J K I. M N P 0 R S 20,2530 SAHC 16'.3'6" 2'- 10'As" 7'•10' .4." 7' -0 16' -355." 7-O■' 13'- 6 7-11 5'- 8'31s" 2' -0" 2'435." 2'- 1114e' 1 5'-9W 0' -5 "As" 0' -5 "As" 2'- 394." S•HC 18'•714" 2'- 10' .4." 7'- 10 7' -0 "Ai' 16' -734." 7' -0 15'- 1045." 7'•11 , 5is" 5'- 6'34." 2' -0" 2'•534." 2'•1145." 1 5'•Tii" 1' -0'A." 0'4" 2'•354." 40 SAHC 19'•1 5'•2'A." 7'- 10'.4." 7' -0'35." 19'•'1%" 7' -0'h" 16'4%." T -1V A." 5'$"As" 2' -0" 3'-6" 4' -0" 1' -10%" 5'.9% 0'.5 "A. 0'.5 "A." 2'•5 "A." S•HC 22' -4 5' -2 7'•10'.4:' 7-0 "• 22' 4'6" 7' -0 19' -5" 7- 11 5'- 8 2'-0" 3'$" 4' -0" 1'•10!6" 5'•734" 0 =1155." 0'•2'/x" 2'•5'54." SAHC 19•:'54." 7'- 10'As" 7'- 1O'As" 7-0'31." 19' -1 %" 7' -0 16' -2M." 7'4 1'ohs" 543 2' 0" 3'•6" 4'•" 1' -10%" 5' -9'h" 0'.5 "A." 0'•5 "As" 2'- 5'55." 50,55 , , , , , , , S HC 22'•46" 7' -10 ." 7' -10As" 7'-0 346' 22'46 " 7' -0h" 19' -5" 7'•11 SSs" 5'•8 35:' 2' -0" 3'-6" 4' -0" 1'•10 %" 5' -7%" 0'- 1154." 0' - 2/," 2'•5 54." 60,70,75 19'4'54." 5'•2'As" 9'- 11'45." 9' -234s" 19'4%" 9' -2" 16'434." 10' -1'M" 7' !Obis" 2' -0" 3'6" 4'4" 1' -10%" 6'•11'6" 0'- 1134." 0'•1135." 2'•5 S•HC 22' -4W" 5' -2'As" -9'- 11'M.' 9'- 244." 22' -4 9' -2" 19'•5" 10' -1'A." 7'40'54." 2' -0" 3'4" 4' -0" 1'•104:" '7'$34" O'•llifs" ••0'•2%" 2'•5'54." Note The return opening of the roof curb Is provided with an adjustable f7Nr panel six inches wide. This panel allows adjustment of the return air opening in order to dear roof members of d standard roof constructions with both the supply and return openings. The return air opening of the art) Is at a 90 degree angle as compared to the rooftop return air opening to allow this placement flexibility. The curb acts as a plenum between the ductwork and the unit return opening. A retainer clip is used to secure the adjustable filler piece to the roof curb. "P" dimension Is 5' 6" on 60, 70, 75 Ton SEHC (Units with electric heat/. •'"R" dsmensicn la 2' 51.4" on 50, 70, 75 Ton SEHC (Units with electric haat). Figure 71.2 - E Style Service Clearance Notes: 1. Provide unrestricted clearance over the condenser fans. 2. A minimum clearance of 2' 4.1/2" is required to open the hinged control panel doors. Both doors swing outward In a 180 - degree arc. 3. A minimum clearance of 2' 10-3/4" is required to open the access doors on the unit's supply fan, evaporator, filter and exhaust fan sections. AU hinged doors swing outward in a 160-degree arc. a - 'fres Air _, - i Intake C ql IWum Air Owing Access Door (See Note 3) 71 See Note 3 fF\ \U See Note 3 • See Note 3 RuPPO (01s D Ste Note 2 WO' Minimum 8arvice/Ai5ow Cleersnce 00 00s“ O ° 3 8'0" Min ServiceMrlow C1semnce Minlmud Swims/Aid/ow Clarence ADD. 2X6X8' -d' w/ 06 HANGERS SHORE ARD CUT EXtS . 2X6ASSl-ANN ADD. 2X6X8'4 w/ U26 HANGERS �6 (tram ROOr) ;. PLYWOOD DECK UM ER NEW ROOFING EXIST. PLYWOOD REMCNE ROOFING OVER O.L. AS SHOT I4 EXIs►T. 6j G.L. BEAM ADO. 2- -2X6W/ U26 -2 HGRS. EA. END PARTIAL PLAN - SUPPLY OPENING RIGID INSULATION AND COUNTER FLASHING Fit' ROOFING CONTRACTOR ADD FULL HT. P.T. 4 X 10 BU('G EVERY OTHER J0#S7 - SPACE, NAIL W/ 4- 16d EA. ENO EXIST. ROOFING R41) .- .•■...17......r...._ --- -- ---- NOTE: WATERPROOF nuCT PENE T RATICHS BY CONTRACTOR SCALE: i "si; --0' PROVIDE A35 CLIP EA. SIDE OF 4 X 10 NEW 2 X S W/ U26 HGR. EA. SIDE OF NEW OPENING - NEW MECH. UNIT FACTORY ROOF CURB BY MECH. UNIT MFR, P.T. 4 X 10 0 24'o.c. REF. PLAN DUCT PENETRATIONS TOP 4 X �O Lei ADD 3 X 6 CONT. PRESSURE TREATED DOUG FIR SLEEPER C4. 4 X 10. (FIELD VERIFY THICKNESS REQ' ). LAG TO STRUCTURE BELOW W/ I 0 LAG SCREWS X 5 0 36'o.c. ' - a'£;aK;.�, ?k'•s:.. >p.:rrs: vx+,.w�•r. ;rSi.�,�YAht -w.' - , .- +c -si��: a J1',,.,.. PARTIAL PLAN - RETURN OPENING ( BELOW ROOF) 4 X 4 POSTS SPACED PER PLAN 2- SIMPSON ISTA MTRA'PS' ONE EA. • SIDE OF POST I 1 NOTES: • ALL LUMBER TO BE PRESSURE TREATED ?ER GENERAL NOTES • DUE TO ROOF SLOPE, SET SCREEN LEVEL W/ HIGHEST POINT ON ROOF IN THIS AREA. ADO. 2X6X4 -0f' w/ U28 HGRS. ADO. 2- 2 X 6 W/ U26 -2 HGR, EAA..I END ADD. 2 X 6 W/ U26 HORS. WAWA= Leade th taltiOi4f0 iioa' I* itAptt 141416.% the o #J4 the de NOTE: 2090 PJTCH POCKETS k// 4° FLANGE ALL AROUND AND HOT MOP ROOFING AROUND ALL PENETRATIONS AS SHOWN. MECHANICAL SCREEN 1 X2 •3 NAIL W/ 6d TO 2 X 6'S 4_ p T__ _ EXIST, 2 X 6 0 SPACED PER PLAN .c. _ -- SHIM AS REQ'D -- EXIST. G.L. GENSIFIAL mss . c a t code; 1$91 ari, a Reference No / TM mid ether Lti ��i��d9 its #" � ., ry Ott or-bt r *Sod kt1 * eftWas Of Wit. Whit govet110$ 004 ' woo on Om indiViduo re : c tOsorepanoke both the .piens, reform reformoo standoode and goverrditg ode. the Wingert requirements to (Know M diartipailams 044 Ofit I t au k the atteen000 >e Mewls Agent and Engineer R tid odor to plemodine with afly, whit in ,4114, ax Viipl T a 31i1$rsocit ftvogosIbUt ter aafety sod found the eft at** the ength .. parliety conegsted atultores. " 4,..rd `" colfactor sttol veiny a ohnimstorig in the ood a Oak mode It0 . b c atm/aural rnetNeors di.eit ooneyuctloo. Gonimotor 041 notlfy thetniatete end Agent tn./swot Role of s hotd chigoe odor to Inst or # : L Me LOADS Root now Load 2$ PSF LATERAL : W Meth 2, Eire 0, Sasto Vifind Speed BO ttv/i CLEAR FIELD OPN'G VERIFY FLASHING -- 2 X 4 TRIM --- DOUBLE 2 X 6 CONT. 4X8 BEAM 0 HEAD �'" PLYWOOD SHIM g' -0° AS REQ'D - ADD 2- 2 X 6 W/ 1126- -2 HORS. alb EA. POST AS REVD I, , .. **no postO Ford EDGE Of OPENING NOTE: WATERPROOF DUCT PENETRATIONS BY CONTRACTOR SCALE: r = 1' -O` : '� t s� a yas,� . y PO: . ' SIMPSON AC4 POST OAP EA. 4 X 4 PLYWOOD BEYOND O S'M. BOT./ 4 X 10 BEYOND O SIM. Wood s 41 t t Oar .tz CIa RS +t Word s ` g` aro U, Poo, 4, Sis itdar ; f i? f 'en StandpdtkitOnitottdeff. f . 1 6010 0' 4 =SP WA% DOIA 600. Or tfitft • Noe, it lo. 1i tr* 04.0tOk f, No 1- 2X DIAG. BRACING 11 X • 2 DfR O 3'o.c. Fe00400, ammo** OM 1l Ott as uT' r y' approved of e* *O ot°terle Air fir s b tonlvit *re aisle , ' ;ti *: ..o:. i tom`: (1.410m1 Q I ' to r�� '- . , I , D : MAW :j IO i' is 4 Pf000tre trea Ad lumbar r Or eaterin NI 00 NW, t **111:04 i to .Lt r1 Treat t1 fo to d wi AWl LP WA C2 'tail' CVO ** to. L e vw'a +s�mur net tie* of a',1. oeooptieouot Too. 4 ' IOrtitier to I Ay m LP -2 « A # trn4ity Vim ptooectoL f sfit 'fin field : Vet AO lake tkoe of pt - Ir t€l nl is .b•!i..;:� +. ,Y!.n`3:. .�a i;r:� %.a�r.'t:;�>'i`1r^s13. >.}'li;:*1',X..t. ,_., tJ,F?x :. �:.. �+,3f�.1.'.w r.�: <ti- ' »�u+afr ..,::,'� .. a _...- .I_if . EXIST. 4 X 16 0 8' -O (FIELD VERIFY LOCATIONS) e ows oil 750 1300 1200 . 21 UNDER 1 • 6 -LY' 6-- COL. SPAC R 36' -d' EXIST. SCREEN ----' NOTES: I ; lST GL 6 X 18 UNDER 1ST GL 6 INDICATES RAISED STRUCTURE FOR FLEW A.C. UNIT 1 f° LYYWOOD W/ 0 BLOCKOUT PLYWOOD FOR SCREEN POSTS AS REQUIRED. 24' EXIST. MECH. UNIT ADJUST COLUMN SPACES REQ'D TO AVOID INTERFERENCE W EXIST. ROOF HATCH EXIST GL 6 X 18 NOER PARTIAL ROOF FRAMING PLAN DER 4 X 10 0 2'- Cro.c.E MAX. UNDER NVO CURB ADJUST spimpNG FOR SUPPLY eel RETURN DI. 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SCREEN (I TH16 AREA it SHIFT COLUMNS TO ai Via#, embedded fterrte ASTM A-3ti P L W M 1307 d; F to the s. op of a fabricator fwd by the appropnate goverment cy. fitiMpjairaa : AR owl 1o Ow let St concealed by builx building 3h or�titwow retit : . p - ether eI MO B: , of 0t : >:►Iap lr*, in *an . : n 1.24 dam' nu > 6.5 tlj AID ° O unfess j , r By Dale Permit No FILE COPY l understand ha the P!an Check approvals are 1-act to errors and omissions are' approval of does not "Uti oriZe fill? violation of any 4 r c dii? nce_ Receipt of contractor's :opy Ji i pi lived. plans acknowledged, lo eRa RECEIVE) CITY OF TUKWILA SEP 0 199t PERMIT CENTER PRINTED SEP -- 3 1992 E$& s 7 DESIGN E.J. maw T.L.I. ET D C1 D'AMA7a C0NVERS4N0 INC. 0 z 0 m Tha 8- -21 -52 SCALE 1443TEO PARTIAL PLAN G ERA , NOTES AND DETAILS 810 11.40 besot - Suite NO Kirkland, FMhingion NOW 006) 627 -- a CO aG a La La gt, P- 40 ��sw:w,w,.anq { n- ^'. ;:r :: .5....;F .i,;:.ee N2i:a }.::,+,i?.i uf.21r1; %;.+,Kti4�'r:r;i+ t'.lsx":.1•. c*Y,'ui,T, �'�'' ?; ITEM NO. • DESCRIPTION • , UNIT QUANTITY REMARKS 1 ROADWAY EXCAVATION INCL HAUL CY 335 2 ASPHALT CONC. PAVEMENT CLASS B TON 111 3 GRAVEL BORROW TON 499 4 GRAVEL BACKFILL FOR DRAINS CY 15 5 FILTER FABRIC SY 113 6 6" DIA. PVC PERT. PIPE LF 122 7 CLEAN -OUT W/ TRAFFIC BEARING LID EA 2 8 ROOT BARRIER SF 135 9 CEMENT CONE.- EXTRUDED CURB LF 120 10 SEPARATION FABRIC SY 647 11 4" PAINT STRIPE (YELLOW OR WHITE) LF 160 12 12" PAINTED PAVEMENT MARKINGS EA 25 Revision - Co" pvC 10 I-F .• CS1115 - Approved By : Approved By; Scale : Horia.J a.2Q_` Vert. WA Job No. : 4 92c72,3 -10 E N T R A N C O ENGINEERS • SCIENTISTS • PLANERS • SURVEYORS ARIZONA CALIFORNIA XEROX BUILDING 6400 SOUTHCENTER BLVD., TL KWILA, WASHINGTON PAVEMENT REPAIR PLAN AND DETAILS \'Q ,\ _INSTALL APPikaK. Io LF x te AJiDE Pool R .iER. AT Ex.15r HAKE •1 ?5 saSe Fes' 2RIM P- DETAIL- - p-apLACe 4E M aI-Jr GC� IJG. P.x.TRLIDIED P.Al,t f2B AS }4I ' SS44 Y BRAVE L. I! d. Fog- - ROOT BARRIER DETAIL* INSTALL IpoT BRIE •DEEP ROOT /. LIA L r 16" 14 1 ID1" }-1, PAST T &EE Tau i4 K NTH DI1:2 �. ©N5? C65-E PLAN) UT ROOTS OF EXIST. TREE -S To i lt`IIc.RFEIz La,/ DRI V ER Y P A V E M E N T I4(TH I N 15' eaLOW c ROUND COT SHALL tI ik1tDENTAL To RooT AID ISSTALATLOI-1) F1 7z.e LPL _ APPROX. AREA OF V 1.5I BLE Col ND I •J,o+T 4 ..6E -Mr'e S 1t4.S LL CLEAN-014T WITH o, D JF44 LJID PLAN ?� PEEY 40 " pvc oRATED LJ 1J Dec) J4 N 1A/ PC,61 "f I VE &P,A, Di E,r-i"L" LU ITABL E. DI.$C. 4ARfE -511:2 .1' TURF c DET'EM1t 4 ED IN t'IE..LD) 0 INTERCEPTOR DRAIN FiLTP- FABRIC M9it t 1 01Z. ' OvED F- 1,1AL ., XEROX BL111.-)1 r61-1 vE AND P PLACE APPtz,oX. Lc' L OF 1314o14.eN 1 JX ' CURB PEFLAC. I (l r. iz ~ It$'H-1 H16H YELL.a14 PAV Efr1 NT MAl2.r1 4 1iMAatED e›"r PAieva latT RePe.NRCYYP) izEPLAe E Ex.IST. 4- lNC YELLoN PAINT A c v M Alt CT BY - .TEE NEW DPA11-1 To acI6T INTER c. PPoVIpE_, C.1- 1 -OUT 10,1ITH ipsAFFic RI FI q LID 55' ., a9' .5y..1.517 ' iNTERGEPTolz. DRAIN .- p . pg . "' F LAN4E - _. Mow rare ca.. ow.. ay.*, AtpX . AREA or. DAMAGED pAvE1'1EN1 (SHADED A R.EA) APP x. „SAN L T LINE -6 AJN0 LIMtI7'S of= PALMf°NT ILEMov4.1_ DlM N IoNSS M0t-4 AIDE Folz QUAI TIT'f ESTIMATE ONLY A4-TL 4 L LIF-4IT of Rem/61-fE.NT 1 EMov -Al -. To BE. DETEG2,MINED I K FIELD (SE,E PAVEMENT T 6 I I DE: TAI L.) a TAI? .6AI4 can LJI4EE fora I NTEP -zE Yro DRAIN AT t X.16T (2 4EMIT -.aE TP..t1 H REPAIR DMITA1 L._. .. I.-d!. UT L! NIA. (FULL DepTi -o l7..EMwvc I wet -lEl-1T To 1.-i1 t A5 .61-10 Kl W, P2 PICT T`NG1 -I BAc.K.PILL To 1 SZCo P,4 TIoi4 \--IN-STALL APPROX.. 80 L-F 113"WIbE Roar f3AIZRI Etz. ALcN 4, 4 a " pig. E? isr. MAPLE TREES _SEE RooT BARRIER DETAIL- E;x157 GJEM CoµG.>`x'('p.UpvD UJ12t33 A5 Nl ss.l'f APRox. AREA of VISIBLE 6PoL41.10 1ATIE.R EEPAGE I EC 1ST TR C.H r • : L AMA ...11.....ICRO on. Ewa ass 105' S4144-U.r LINE, * (FULL PTI.1 ) TRENCH REPAIR DETAIL .SEE PA/lv.t`1Et-IT • REPAIR I`�BTA.IL 6414.1GUTT'IN SHALL. B p,AVaMENT I EPAit2 rztptAcE ExIST. 4 -IN414 - -r-. -. WHITE PAINT r` Ipl: kJHEr E. {` b r PA+/Et-1 e 4T , ___J Pa A R Cr-(P) 1 . 0 z APP Lox. AREA. OF 1 4 6 ►MAG E.b P,Av1.M (S bED "PEA) 4ST. GEM. cw N c M c 1ST. PA,vEMaNT (TYf) SAWGUT LINE REMC VE EXI,ST: p�VEI`1ENT To T HE DEPTH CF 1.B' MIN. oR. To e coMPAcTED JSUES R 4bE .SEPA1aATIOf� PA rc, Mites +rI Soox alz APPF oVED EQUAJL. ti 4 iRauo.vy -9 FULL DEPTH) �. 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FACE .5A14 4.1.17 L- 114E(.T`{Pj 0 -3" AC" CLASS B REKAcEtiffNT PATc1 -1 C2 LIFT -5_, I,5 "L56G} -I) Es ci 5fn c_or I'. TEt: L.134:42ADE GENERAL NOTES I ALL GENERAL REQUIREMENTS. MATERIAI.S, AND WORKMANSHIP SHALL BE DONE IN ACCORDANCE WITH WSDOT /APWA 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONS TRUCI ION. THE WORK SHALL BE DONE AT NIGHT OR PREFERABLY ON A WEEKEND PERIOD TO AVOID DISTURBANCE TO THE NORMAL BUSINESS OPERATIONS AND EMPLOYEE PARKING AT THE XEROX BUILDING. IT IS ANTICIPATED THAT THE WORK CAN BE COMPLETED IN ONE WEEKEND. 3 THE CONTRACTOR MUST PROVIDE 1 BUILDING MANAGER AND THE ENGINEER A MINIMUM OF ONE WEEK GENERAL NOTICE OF SCHEDULE AND A MINIMUM OF TWO WORKING DAYS NOTICE BEFORE BEGINNING WORK. ALL WORK SHALL BE COMPLETED WITHIN FIVE DAYS FROM START OF CONSTRUCTION. 4 THE CONTRACTOR SHALL ITE RESPONSIBLE FOR. PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FL.AGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH TI1E PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN TILE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FI..OW SI.IAI REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICA1•IONS 1 -07.23 TRAFFIC CONTROL SHALL APPLY. COSTS OF FLAGGING SHALL BE INCIDENTAL TO OTHER ITEMS OF WORK. 5 IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE CITY OF TUKWILA RIGHT -OF -WAY. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. COST FOR PERMITS' SHALL BE INCIDENTAL '10 OTHER ITEMS OF WORK. 6 APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SIIOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN, SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT IRE UTILITIES UNDERGROUND LOCATION SERVICE (1 -800- 424 -5555) PRIOR TO CONSTRUCTION. HIE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 7 COMPACTION OF ALL FILL AREAS SI IALL BE PER APWA SPECIFICATIONS. FILL SHALL BE PROVIDED IN 6" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95% OF ITS MAXIMUM RELATIVE DENSITY. ALL BACKFILL MATERIAL INCLUDING BUT NOT LIMITED TO BACKFIL! FOR UTILITY TRENCHES SHALL. BE PER THE CURRENT EDITION OF THE APWA STANDARD SPECIFICATIONS. IT SHALL BE THE SOLE RESPONyIBILITY OF THE CONTRACTOR TO DETERMINE IF THE NATIVE MATERIAL ON SITE MEETS THE BACKFILL REQUIREMENTS. IF THE MATERIAL IS QUESTIONABLE, IT SHALL BE DISPOSED OF AND SUITABLE MATERIAL IMPORTED. 8 OFF -SITE STREETS MUST BE KEPT CLEAN AT ALL TIMES. IF DIRT IS DEPOSITED ON THE PUBLIC STREET SYSTEM, THE Si I1EET SHALL BE IMMEDIATELY CLEANED TO EXISTING CONDITIONS. ALL VEHICLES SHALL LEAVE THE SITE BY WAY OF THE CONSTRUCTION VEHICLE ENTRANCE /EXIT AND SHALL BE CLEANED OF ALL DIRT ,THAT WOULD BE DEPOSITED ON THE PUBLIC STREETS. 9 ALL SEWER PIPE AND FITTINGS SHALL MEET THE EXTRA STRENGTH MINIMUM OF SDR-35 OF THE REQUIREMENTS OF ASTM SPECIFICATIONS D -3034. BEDDING AND BACKFILL SHALL MEET WSDOT ' AND APWA SPECIFICATIONS. 10 II SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL MANHOLE TOPS, CATCH . BASIN GRATES, AND CLEAN -OUT LIDS TO MATCH FINAL ASPIIALT ELEVATIONS OR GROUND ELEVATIONS IN LANDSCAPED AREAS. nr CEIVED c1TV ,.r• ,•t 'I• MLA OCT 9 QUANTITY TABLE VICINITY MAP 0 • 2000 4000 Scale in Feet