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Permit B92-0373 - BP OIL STATION - TANKS AND CANOPY
c.c) : IL 3TA pi\ 03\5q CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98188 THIS CERTIFICATE ISS 'PURS°U a Q IREME J tb� T' .5 6.1,0N OF ,ON 307 OF THE UNIFORM BUILDING .00Di f' CE 2 F ',, THAT AT THE.5TIME Or• .IS, GCE' +NTHIS STRUCTURE WAS . IN COMPLIANC �S"TH,,� .TItE, ; V.AI IOUS t ,ORD`'INANGES.4 9F TH'E C ` RECiUL� BUILDING. CONSTRUCTION OR ; A�Nb'�:AiL 7 AP, L'IbAB E: CITY •FIRE�sC� FO t y 1; 0 LLOWING: t' ay ti n.. iM, & ' . , .'' . , � V f J S * r . i .sh 4 e . ` ,qe, „„1„ E 9 *, Tey a 't : OIL ; STATI f,, 3 U 1.54 ., �" Pernfi i t " Nd�: B92; 373 v y Building A d ...,. "4415,;PACTF; =° :�.Hi S,Lti r�.d °� a4 Pare # :0'04000 -- 0136 �... X r 4G. UNDERGROUND:: FUEL ..i);N w WASTE OIL I S 4EW: UNDERGROUND'. F"�UEU A AS1" \ E ' ' ` �' L �` OIL :4 4 D QLISN.gWO EXISTING CAP \ S., CO T,ft T , , . :CANO AID. OFF -$ITE IMP,� VE�ME I" ) S :'' . .. , THIS CERTIFICATE MUST. "B POSTED, ON THE PREMISES 0 LQRATIbN, &,. O INC 1. SEI r Sr AT A V :C n City of 7itkwilig. Permit No: Type: Category: Address: Location: Parcel #: Zoning: Type Const: Gas /Elec: Wetlands: Water: Contractor License TENANT OWNER CONTRACTOR ENGINEER CONTACT B92 -0373 B -BUILD NCOM 14415 PACIFIC HY S 004000 -0136 C2 V -N Permit Description: REMOVE EXISTING UNDERGROUND FUEL AND WASTE OIL TANKS, INSTALL- NEW UNDERGROUND FUEL..AND,:WASTE OIL TANKS, DEMOLISH TWO EXISTING: CANOPIES, CONTRUCT ONE NEW CANOPY AND OFF -SITE` IMPROVEMENTS AS Units: 000 Buildings:': 001 Slopes: N/A Sewer: N/A No.: DAVISI *19182 BUILDING PERMIT (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Type of Occupancy: SERVICE STATION BP OIL STATION #03154 14415 PACIFIC HIGHWAY. SOUTH, TUKW,ILA, WA 98168 BP EXPLORATION & OIL CO INC Phone: 206 16400 SOUTHCENTER PY #301, TUKWILA, WA 98188 DAVIS INDUSTRIES Phone: 206 6425 212TH STREET S.W.:, LYNNWOOD, WA 98036 BUSH, ROED & HITCHINGS,INC. Phone: 206 2009. MINOR AVENUE EAST, SEATTLE, WA 98102 HARRISON JIM Phone: 206 2005 MINOR AVENUE EAST, SEATTLE, WA 98102 -SETBACKS Front: .0 Back: Left: .0. Right: Status: ISSUED Issued: 01/08/1993 Expires: 07 /07/1993 Date: -93 Title: 6041 i ►) ExE-4 - 394 -5235 775 -9491 323 -4144 323 -4144 ***********'*.*********• k******** * * A' * * * * * ** * * *•kk* * * * * * * * * * * * *, * .fit* ***fit * * * * * * * ** Fire Protection:' DETECTORS UBC Edition: `19.91 Valuation: .38,97 Tc %taa :Fermi t° Fee; ;570.45 ** ,,************:**********************.****** * * * * * *. ** * * * * * * * * * * * * * * * * * * * * ** %.3 Perm t Center Authors d Signature Date I hereby certify .; that' I.. have read and examined this permit arid'` know the same to be true a correct. All provisions of law and ordinances governing this work ;w.i l l be complied w,ith, whether specified erein or not The granting of this' permit, does'not..'p'resume to give ;.authority to violate or cancel the provisions any other state or local ''laws regulating construction or the performance;' of work: I "am authorized to sign for and obtain this buildings permit. 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; n DATE READY DATE NOTIFIED I _ Li -qa Byt ) 13 PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING ) ' �• o J 3RD NOTIFICATION BY: (snit.) PROJECT NAME PLAN CHECK NUMBER a-03 . BUILDING `: ?ERMIT APPLICATION TRACKING 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. O 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) TOTAL 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. TOTAL OCC. LOAD ZONING: •Z BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: • Z.- INIT: Sprinklers Detectors 0 OTHER FIRE PROTECTION: FIRE DEPT. LETTER DATED: TYPE OF CONSTRUCTION: UBC EDITION (year): PARTMIr BUILDING - initial review FIRE SX PLANNING Wtu. PUBLIC WORKS BUILDING - final review REVIEW COMPLETED D PROV 10'l5-ga ROUTED a- MINIMUM SETBACKS: UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: UIIREMEN / COMME / 2 10 gapi2 g . CONSULTANT: Date Sent -[ --IT Q Date Approved - INSPECTOR: '' /A 17160 SITE ADDRESS SUITE # I i P 1Ftc- l K. 4 . TO tom- 6r.3(t✓/ i/ VALUE OF CONSTRUCTION - $ -r6 re. + it 32> `t7.01 .So ASSESSOR ACCOUNT # co 4 000 -, O t% (o - 33 PROJECT NAME/TENANT 1 SP 01,t -- ST /'. 1O).. 14 ' 031 S 4- TYPE OF 12 New (building) • Addition • Tenant Improvement (commercial) g Demolition (bg) ca,.i0r'6 a WORK: 0 Rack Sto aqe 0 Reroof 0 Remodel (residential) CD Other. u►ir'43 . TP^'t< tZ&. ' 4 zGt°,.r -c..,` DESCRIBE WORK TO BE DONE: (?%rJ 2 ex.t c. rt..s or.. - Yt.C-1( 6J1) Fvc.l. i , t.1p % r� lt•- a TAa1. -5 tNc ,u._ t��- -1 tin"n��4"( )s r P '- it tar's re c T/ t -S 1 D�"7'r►oL(s Two t=X6Sr•n) C. c c-p ( c.s Co ►� s T J c-T 00 C: �� -.) cAo..)c�P`1 t co- s i 1 (M pa-J,J �:u rs /JS (Z.Z (Vo t tz r) BUILDING US (office, warehouse, etc.) � C�t/ t c S i o '01 NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? p No 0 Yes If Yes, new building requirements may need to be met. Please explain: Co nop IA SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: D1 5o WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No g Yes IF YES, EXPLAIN: Fvt= c_ s; oft (..,2, . ( rJ v�r 'Y�� , ) iJ� (F tC3Gti��ss ) riziKivLS. sov-nLs r(-3ro, rtvt✓ Fut)tPs AS t t.3 TtAc., Sc:(LJtc..f 3/ S QF TL: S C )(L SZ ��c- t L- t 1 ' 1 . PROPERTY OWNER gt- c) t1_. C.� rs - (Pia, PHONE -1-14- - S 2 S S ADDRESS 1ta4.00 raooTNr„- "7,3'1/:0- F. K - 3 01 Tut'- .,+)t,. - L,31, . ZIP9 a 1 `b z3 CONTRACTOR (7 /k y 1 0 J s (Z-1 C� PHONE - ... 4.1 t ADDRESS ( ,S - 212.10., ST , Sv.3 t.-`e (.Jc.> 0 t... -% . EXP. DATE PHONE 323- ZIP O 3 � G , o. .. 3 _q t i- t ZIP .� n 1 C� ( 0.1_ 1 BZ WA. ST. CONTRACTOR'S LICENSE # pps t v i .. 1 . 19 t “"n)cat•.)' (ti- AROHI-T-E$ %.3 (,4 riOGo `t 13, 1_Tc- t- Aty3(s _113C.. ADDRESS ,foci Ct:/ r--) 1,,.3,_i-t— rJ L . C , , J � � t.. tar . � � . CiTY OF TUKWiLA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 (;.:HEREBY CERTIFY ;THAT.:I HAVE READ 1ND EXAMINED THIS APPLICATION BE. TRUE rANi� :CORRECT : AND;: M > AUTHORIZED TO APPLY:FOR ``THIS: P SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON DATE APPLICATION ACCEPTED PRINT NAME ADDRESS Zoo Nl t r.P - t✓ , BUILDI1L PERMIT APPLICATION ' AMOUNT >. RCPT::.# DATE :' ;5 aeaA BUILDING PERMIT FEE PLAN.CHECK FEE BUILDING SURCHARGE OTHER: t of DATE 1.3o -c1z PHONE 7- _ t CITY/ZIP o,_ PHONE 3- At 1.1 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / 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 APPLICATION EXPIRES 3116/91 COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS • .•• • • • • •• ••••••••• • """•'•, ,••••••,--:••••••:.••••.-:•-; Completed building permit application (one for. each structure).:.... • LJ Assessor Account Number '••:::::Two of tito following Structural:delcUlations ••• ... ..... •• . • • • . . • ngineer . . oilsTreO.Ort: stamped by a Washington State licensed engineer Energy calculations ................... ...................................................................................................................................... • • : engineer or architect •.• ,• '• ,Completed Utilib)::•perrnitapPlieatiOnj: project) Six (6) sets of civil drawings NOTE See utility permit application and checklist for specific utility submittal requirements : , • f RA • 1 • .. . Completed building permit applicatio ri Assessor Account Numbe Two ,:••••• ... . se plans, Building floor plan showing • • En „.. • : :'• "' Exit dPP eg.. ::•-of all aisles Te nan t Dimensions . 6 sions of tacks (height, width and length) aisles space lions stamped by a Washington State licensed • '.:$truciural eir(raek,:itOlige: ..... " • 7:8.:4no '• ; • ' . RESIDENTIAL • draWings • Landscape plan NEW SINGLE FAMILY DWELLINGS/ADDITIONS • • ...„....... • CI Completed •• . • 'Legal descnption • ••• WOrking.draings;•;stamped . 'architect,'Whidh . • • •• • . :• Site plan ▪ Architectural drawings Structural drawings drawingO'•••;.•.':::•••••••:::: Elevations licatiOn (one forieadh structure (- SUBMITTAL CHECKLIST 99Mmthict4L.TEOANT.INIPROVEME Completed building permIt application (one for oacfi structure ci tenant) Assessor Account Number Two (2) set of construction plans which Inclu Site plan tenant spa Existing and PrOOOOed:'parkltig .Landsca . (If.laOpildebteil:4;;:dbange:,..plus • . . . , ... ...:,..„,....,,,..,.:...„....„:„...„.„:„.:,...,,,,.,:,,,,,,,,,,,,..::::,......:,,,i.„.!::.:„..,.....:,...,....,,,,,.,:,:.... .:::::::::::::::::::q.::::: . : ... . tfirii2__",t.;,':-'ai;o41;41(;.9T„fTbtiiielfri9:, Ove rall :?..:-.......::::::i.....,::::.:::::::,..:•::4.:tenE19 F loor -r.. ...':iii:i:60090-1):00jeij%N.i'ili.4'1F1?..:!,!:.:".1:'.i.:..:•:•-,:: llih :::.P:.....:::::::.t.:!:::::::1•••:::: _ ... • .:•- • e i : • : rs;•: ogre ... . . - all an,!„...-........„.::::::::::::::::,.,::::::,...:::::,:::•;;:::::::.::::::::::,:;:::::::::::::,::.••:..*i...,,•,:,.:::..,•,h•:•,•••: ::':Eidi :dc711 :•::e)iiittttg....r!........:::!::::.::'::::::::-j.:::::••:::a.::,:•:i:::•:•:.'::-:'-':'•:•'''—''' .: i;iiiii-Of •erPi/ftii.:.,6E 0.,...?1:::•:,:::11:i:::4..;:.:I.ii,;',..-,:,,..:,... lo c ation (.....40,iiorii0„..,...ifi.ic).0„......t.....iii,e • •:::::::::•?:.•••••.:,.:::.:.::::::.;;',.::;:::::„:-..-..•:::••::::,:::::::'••••••:.:-.::::. ;,...tjee 01 . •• 466i0p...:..:,,:',.:.':::.:.:;:.:::.4::::::::::::::.:::::::.ti:'::::::.g.T::::::41.,::,, OVir611::d17::::-..,?,:•%:::.:::::''• I•i0ac9::'::.:'::':::::':.•.,::::'''....::).66.liP. .. co;; .: : :: ': ::::. :■ .: dreist :: iecticiri6 .1 16haWirig . ;WOJI:tiieiSOC40 . 6 and'Inetitod.of•:::.....,.::::•.::. ettachment for fiooranddeittng::: •-- - • -,......•::...,:...;:. Structural calculations stamped by a Washington State licensed engineer;rpai.. ! y anutillty.i10rfiAlo:JaprdOne;:;t:077ii.'peparaiOr0itypernit : application and p [] Completed building permit application (onr for each AsOeieOr;Adcount ... .ra;!ve existing . . matonal being installed ., • /rid aUon let is. frecl .. fl linspo ct,orj : and sign. off of the permit Completed building permit applicatio n :•••• I I NP(2) sets �f.�lar:whithlcliide;:::;; Site Plan (showing building and location of antenn&sateliite dish) Details antonnalsatejljte dIsh and method of attachment Structural calculations sInmnd by n Wn.hington State licensed • ..„ . . .... . . .. ... . . RESIDENTIAL REMODELS Completed Puildipcf Assessor Account NtinbO:i:::: • Two (2) sets of working drawings which ir dude Foundation plan Floor plan Roof plan 0(014ing.c.osi.4 Building cross section 616to 046 One material fOr'..eac boin lication EROOPS • Qompletoci building permit application Assessor Account Number • Narrative describing edsting roe material being installed :INOTE•WithilifiOiliiiiii:letteiqs:iijqdfrocf, prior:to 1101.11100000.0C41 one for pact) structure • i. .4 , L :lo per /Y hox :!ni: ^ }:::. }} viii :!?:.: }i }i::.:� } }'.i }'tiJ } }i } } }} fill:! n}}}: i:•: I::•..::. v:::. X:: ::::::::.:•::•:J:.ii: } } }::: �:: i:::.::::: :. .... NAME OF DEVELOPMENT: Qi L DEVELOPMENT ADDRESS: CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) 6 City of Tukwila DEVELOPER'S F 'OJECT WARRANTY REQUEST FORM A � NAME: laisi4 i tsprz» s If►TG•fi'- ADDRESS: 20o1 MA02 AV; S?' DATE: 8 _ 20 ^R PERMIT NO.: J 2x29 TEL. NO. gzs 414 CITY/STATE/ZIP ,y,. g />. _55/02-- DESCR PT1ON OF ITEMS TO BE COMPLETE 0 (' FE T PLANS /DOCUMENTS WHERE ITEMS ARE DESCRIBED): 4 M LT dRi TGO"i Al.1O (i 66 giNINIT1N1 As the owner, .r authorized agent of the owner, I hereby submit cash or cash equivalent In the amount of $ ' S J �S ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( fl / 2? / q 3 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above •rior to r :questing inspection and SIGNED release of these funds. / //� f `i ' ��!� %1'� .l J TiTLE: .vawl+!•sa4i w�v+Pay.J+Jmmxx•,cw..vn.v a..o +mc !*wa • .. :..?...vJn...•. ..• xw.•. w..:...+ w.. S.. w! n.:: n......). wn. vn...a........•..:w...•w!.e.. t'!. +<. y:!•X•+ X..iw+%+v.•.w....w.�.MMrn... ... .... ......... .. ..... .. p.,w.:...Y... , ,. 1 • t� THIS FUND IS AUTHORIZED TO BE ACCEPTED. DEPARTMENT HEAD: } soc! 9o!`: a:•>:........ w.}.+::X �:. q! o.,: r.+,:...::.<..::<;. 05,:.... �?.<?!?!+.,.. x•:• Y.^:^. vX, �•!• �r�m�xx n �.<:?: �'!< .�sos....:.::>, .: +:!•:!.� . v<?•.a.,:.>v� .. SIGNED: a V AMOUNT: 3 CITY RECEIPT NO. {:�i`.•F:i:::ti yid :r:n,!:4!:Y: i:ii'ti' }�:': 1f1I'� CASH EQUIVALENT 4 3(0(01" DEPOSITED THiS DATE: RECEIVED BY: g d 13 ........ .... ..•..._. r.�r•1�fPiirx;<; �ii:.l...: *:FrtfiiSz:::riir 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: CHECKED BY: All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. i hereby request inspection and release of my cash/cash equivalent. DATE: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: DEPARTMENT: :n^:v,... :::' Ni' J,.•%? T« Jp XW,J.N14!W!_/NH %S19'!•tff/+}•µ • JaY. V.<•. r? e. riY.( vif!( 4`,. 4::... v.!:•: i .i�::4:: ?:. } }::: }n? ?•.S:.c.ii:< :;:: Sti! VJ•' N:+/. i? • }: ✓' /.v }.U ^:4.!i•:ti,�Gi %i( ?•� W' + <+ i:}:< 4. v' is4: •iYfiiiG:v'! ?+A'3%1..:�J}i:?4i: rtod� AMOUNT: RELEASED THIS DATE: CASH CITY CHECK NO. RELEASED BY: �• CASH EQUIVALENT— LETTER AUTHORIZING RELEASE 110 : COt? i+ 0 0, W% JN: 4Yi.% a:' pUG%<< Y« 9i% YO: gOY+ tOpG4( qyy,% ry,! n, Y < ^YIX <C}W <•1. �C?,+ }i.aJi >:'iYN,YA:i?• }:4X: <• , FINANCE DEPT. vti: i:<,L4:COWJx <: 44 <.. », "•. %(J;4<G.K4 %^:<80.H[O}Wi}.? tin+ NW;< pf( N}::< a<, Y< Jf i<{ 5? 4: W): iC( ti: <4>:<4%v %?!tit•.vTi:^n \:>.'•n \w lM:4V.t�:W:?, \v.? Upon completion through Section 2, Finance personnel i tp, Upon corn • lotion of entire form, Finance personnel shall send copies to: — Developer CST/ of TOKW se ' •• ; -. �1 Turc — Developer — Finance Department ltG ti g ' � U+ — Finance Department — Permit Coordinator, DC Ann 4 0 1993 — Permit Coordinator, DCD • paktvg CENTER P CENTER oa13/0o 1 HEREBX .CEFI.TIFY THAT ;HAVE; READ.; THIS : ;AP PLICATION AN KN THE S AME: TO: BE;:TRUE AND CORRECT :> Appliea#/Authoriz=: Agent Signature: t Contact Person (print name): J ■ r--L t.--\ i' o l i- Print Name: .J ( nn�- lag - rS ai-J - 4 t Address: -oc, t.,\ ,c. ''' o(t.- 0,:, E . E. ,;j Tu= cam? . 2 (o Phone: 32.3 - Date: C1-$0.00_, Phone: 323 Date Application Accepted: • I • Date Application Expires: (...j ,. I __(; l t '"( PROJECT; < >: I NF.ORMATI .WATER<M DEPOSIT / REFUND / BILLI MONTHLY ; >'. S.ERVI r, BILLINGS °T ❑ Water :;DESCRIP...TION O ❑ Multiple - Family Dwelling No. of Units: Commercial /Industrial MISCELLANEO ::INFORMATI City of Tuh 'ila Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, , WA 98188 UTILITY PERMIT APPLICATION Site Address: I et- 4-I S Pra4.1 l-1t H . 4'o. , Tvt i , wrJ • Name of Project: ¢,P of - s ok-N d C�31 5 4- Property Owner: 13' of co Phone No.: (1-°C.) 3q - s Street Address: I ( 0 4 . 0 0 . 3 City / State/Zip: TOICO I 1 q$ iS Engineer: $us(-, (cG r� fir) t,, (i C t-t, t - , i t C Street Address: c oci r , ,� arc. ► J ��- UcE �5 Contractor: Street Address: King Cty Assessor Acct #: c'.{. 000 - o t 3 6- 3" License #: ❑ Channelizatlon /Striping /Signing REQUEST p<> 0. Curb Cut/Access /Sidewalk • ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering 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 ❑ Standby 3O,J ❑ Single - Family Residential ❑ Duplex ❑ Apartments ❑ Triplex ❑ Condominiums ❑ Hotel El Motel ❑ Office ❑ Retail Ford- • Warehouse ❑ Manufacturing King County Assessor's valuation of existing structures: $ to Appllc ' # P Fca a _001_4 ❑ Church ❑ Hospital Phone No.: (2 323 - 4 City / State/Zip: e Phone No.: City /State /Zip: Exp. Date: ❑ Sewer Main Extension ❑Private ❑ Public 2 Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.: Sizes' Deduct El Water Only El ❑ Water Meter / Permanent - No • — Sizes ❑ Water Meter / Temporary: - No.: — Sizes Estimated quantity: Schedule: EI Other: uNpGr� -cir ar, ► =��.L. s ror �� A� -ttc- 'Yv)ov�V / �N� IN, _A `toIJ Phone No.: City /State/Zip: Phone No.: City /State/Zip: ❑ Other: Phone: (206) 433 - 0179 ❑ School /College /University ® Other: SE -/tc Sr' r'o,J Eig Remodel/ Square footage of original building space: I6'3 '3'4' ( -') Addition c Square footage of additional buitchrog space: 2. LSO tp (,) Valuation of work to be done: $ Zoo 000, 04/22/92 1. HER EBYCERTIFYTHAT •I;HAVE:REA AND;KNOW :TH BE:TRUE:°AND: CORRECT Apptiet /Authoriz`% • . Contact Person '' `` (print name): J t y-4... H/ o . Agent Signature: Address: f2.oc \ i,.,ti t ,... o t_ bUz . '. Print Name: j 1 pcz.. t S oi __. Date: 9 - 30 - 0 ,2 Phone: 323 -- 4 t o r S - 1 : - / i u` u 3 r 1 . ci'$ I o1_ Phone: 3 2:3 - * l 4 ^^ � Date Application Accepted: I � 1 ((��^^ Date Application Expires: (_l l ` s_ l Q PROJECT Site Address: I et- 4- S Pr>c.t C-- . moo. . INFORMATION Name of Project: VaP Property Owner: (gyp of v.� R�►�� - Street Address: King Cty Assessor Acct #: Cod noo - (>136- 2 Contractor's License #: PERMITS> ; < > D Channelization /Striping /Signing REQUESTED Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ii /ia /9.z phi Hauling • Land Altering DBp cubic yards (.Exc.) ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times* Date: ❑ Sanitary Side Sewer - No.: Name: • WATER;MET DEPOSIT! :>; : : REFUND /BILLI ;: BILLINGS TO'!'. El Water Street Address: Name: Street Address: DESCRIPTIONiOF >PROJEC El Multi• -Famil Dwellin• No. of Units: ® Commercial/Industrial MISCELLANEOU :IN FO RMATION;';: City of Tut vi1a Application Central Permit System - Engineering Division Oo y 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 8ae9 41,2?o ' oa , "/ Phone: (206) 433 - 0179 ❑ Sewer El Metro El Hotel ❑ Motel ❑ Office El Retail ❑ New Building i Square Footage: of 0,-N 4= C_31 S4- ❑ Standby El Single - Family Residential ❑ Du•lex ❑ A•artments El Triplex ❑ Condominiums ❑ Warehouse El Church ❑ Manufacturing King County Assessor's valuation of existing structures: $ 101 . ,00.°° UTILITY PERMIT APPLICATION ❑ Hospital Phone No.: (1-66) 39 4 City /State /Zip: Phone No.: City /State/Zip: Phone No.: City /State /Zip: ❑ Other: Exp. Date: El School /College /University [21 Other: r -Jut 4 . 04/22/92 Street Address: I C o 4-o0 (.(:)‘.) P , 4 . * 4 3 t ruK.G.) City / State/Zip: ) t _' 1 98 i St Engineer: 8os� ti 20,= r� t>, �r� t ,, ; G t�,, ,,� � S i,.� c . Phone No.: (206) 323 - �4 •-t Street Address: 200 1 -./t „� o' �J�'� -�U�: ' - T - City /State/Zip: .gt)t0 Contractor: Phone No.: ❑ Sewer Main Extension ❑ Private ❑ Public ❑ Storm Drainage IR Street Use ❑ Water Main Extension El Private El Public ❑ Water Meter/ Exempt: - No.: — Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes ❑ Water Meter/Temporary:- No.: — Sizes' Estimated quantity: Schedule: F /Rk Other u�'p�''"��R`�`'''�' F`"�� s�s�ro:. A.114 LY v10J ?l- ` STIJ L1'� c Fort- B Remodel/ Square footage of original Wilding space: 16 ca ' ('- G�ao� o NL - i Addition Square footage of additional butidiag space: 2. tSOtp (, Valuation of work to be done: $ Zoo 000.” TO: FROM: DATE: City of Tukwila Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING DIVISION NOVEMBER 12, 1992 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS BP Oil Station #03154 14415 Pacific Highway South Project No. PRE92 -004 Contact Person: Jim Harrison Telephone No.: (206) 323 -4144 THE FOLLOWING PUBLIC WORKS PERMIT IS AVAILABLE FOR ISSUANCE ACCORDING TO THE SITE PLAN APPROVED ON NOVEMBER 12, 1992: Curb Cut /Access /Sidewalk Hauling Land Altering Storm Drainage Street Use 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Permit Fee $ 25.00 25.00 156.00 25.00 25.00 cf:. City Utilities Inspector (w /copy of plans /application) Development file (w /copy of plans /application) P03- OaEr) PuYRa O.cbq Pwq 06-SA aa-- oago �- c,zgl John W. Rants, Mayor Ross A. Earnst, P. E., Director TOTAL $ 256.00 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 are attached for inclusion in the permit file. JP /cd Attachments a/s CD.DI8.13PDILSTA.UPA Phone: (206) 433.0179 + Fax (206 ) 431-3665 k***.********************** k******* * * * * *k * * * * *k* * *•kk * * * * * *k * * * * ** CITY OF TUKWILA, WA TRANSMIT k* * ** *ilk *• Ark************************** *** *** *k*k *** * ****kat*** * ** ** TRANSMIT Number: 93000.178 Amount: 30.0.0 02/08/93 14:06 Permit Nor. B92-0373 Type: B -BUILD BUXLOINO PER ALT Parcel Not 004000- •0136 8 %9, Site Address., 1441.5' :PACIFIC HY. 13 Payment :Method: 'CHECK Notation: JIM HARRISON. Ir►it:.SAO **************k******** * ** *** * ** * * ** *** ** *k* * ** * * *I * * * *k **•k * *•k ** Account Code . Description P a i d 000/322.100 BUILDING - NONRES 30.00 Total (This Payment): 30.00 GENERA , 30.00. TOTAL 30.00 CHEC {, 30.00 CHANCE 0.00 7771A000 17:11 Total. Fees: Total All Payments: Balance: 600.45 600.45 .00 it *k * * *kik *** *.* ***** * * k* ir***:** *. * * ***** **0,A*ic 4** ** * #****** **4, IT:Y Or TU16WILA WA 'TRANSMIT * huh*.**" k******.* r***.*.***• k*********** A• * * ***•kk * *****k** *k******.** * ** TRANSMIT. Number 3000021 Amatirit,: 347.50 .01/08/.'03 O8456 Permit No »: B'' 2 -037;) Type,: B-BUILD BUILDING PERMIT Patre.e.1,` N o. 0040,00 -• 0136 Site: Addresss.n 14415 :PACIFIC .HY 8 Pdymen.t Metlnd : CHECK ' Hotat i an; EU P ,OIL In i tz SAO * * *k. * ** ** * h k , * * **k * * **** ** * * ****** ** *k*** t)eracr^'r Paid BUILDING •- NONRES 341 '000/386.904 STATE BUILDING . SURCHARGE 4'40 Total {'Chit} :Payment): 347.50 :`:Aca.ount Code 000/322.100 Total Fees: 570.45 Total All Payments: 570.45 Balance: .0Q • 01/08/93 GENERA 343.00 GENERA 4.50 GENERA.. 10.00 GENERA 15.00 GENERA 10.00 GENERA 15.00 :. GENERA 126.00 GENERA .30.00 GENERA:. 10.00 GENERA 15.00 GENERA 10.00 GENERA 15.00 TOTAL 603.50 CHECK . 603.50 CHANGE 0.00 6801A000 16 :14 *** kk******* k***" k********* k******** ******k ****k***********•k***ir* CIT.� OF 1UKWI:LA,'W�1 •. TRANSMIT ;' k*******k* k*** 4�1•* :**** k*****•. k*** k** k ** **k * **k *k. * kk*k * * *.4 * * *k** *k* TRANSMIT, Humber: 93000022Amount: 25:,40:01 091,04 " Perm .NoPW' : 2: -028.7 Type, : PW -CCAS CUR CUT /ACCESS /SIDE : ?;P.ar�ve Nox. 004000. -013b 2 Sites .Addrees.441415.PACIFIC. HY S; `Locution. CORNER ,:or PACIFIC ,HIOHWAY SOUTH & SOUTH 144TH Payment;Me:thod' CHECI(. Notation: BP OIL Inite:SAO ***` i4**'**.* t * * * * * * *. *1(* *; * * * * * * * * * * * * * * * '* ccount 'Code : A Descrip.tion Paid 000/345.83.0 PLAN CHECK:- UTILITY 10,.00 ' ; ,(0.01342.40,0 IN$P FEE -.UTILITY 15.0.0„ Total Payment): 25.00 **** k**• k********** rrk 4******** * *kk **•* *** ***** * **kk* *A4* *k•A CITY' 0E7 TUKWILA, WA TRANSMIT *" ** . *** *, * *, * * * * ** * * **** ** * * * * * * * * * ** ** * ** * *** ****Ak** * *** ** ** TF# Number « 930.00023 Amount: 20:00 .01 /08 /93 09:07' Permit No ,PW92-0288 Type: PW -HAUL HAULING Parcel' Nod 004000 0.1.16 Site: ::Add aBs, A4413.. PACIFIC HY S Loccttl'aru 'CORNER OF PACIFIC HIGHWAY SOUTH 't� SOUTH '"444TH" Init: SAC Account; :.Co de Description Paid 000/G45 «830 PLAN CHECK 7. UTILITY 10,00 000/342:400 INSP FEE - UTILITY 13.00 Payment Method: CHECK Notation: B P OIL Total. :(This Payment):2.00. Total leesx All Payments, :. Balance: * *k ******** ***** .*** * *********** * * k•* ***********Jr* r *h*** CITY`' OF' TUKWILA, WA., TRANSMIT kk*k****: k lr* *0( *1**.*' *k.�**** *kk lry **,* k, kykA �k7l ' �tk,t�t',�k *** **4** 7l 1 *kk ANSMIT Number : ;1300.Q024 Amount;' 156; M 00 01 /00 /93 .09:10 Permit Nat.' INS2-02S`1 Type; PW -LA LAND' ALTERING TkER,MIT PErc et: NO: .: 0Q4000- 0 "1.)i 'S.it.e Add►Neg : 14415; PACIFIC HY S LocEtt.ia►h: CORNER OF PACIFIC14IGHWAY SOUTH & SOUTH 1.44TH r.ayrert' Methods.. CHECK Notetior►« BP O.IL '... Tnit:c: GAO **** * ** * * ** * * * * *k * * * *k *.* ** •* *** ** ** * *k*. ** * *** *,k *k * ** Account Code ' Degnripti,on Pad 000/322':100 IUILDING, - NUNREa 126 00 000/345.030 PLAN CHECK - 'NONRtS 30..00 Totdl•(Thts Pam y ent): 106.00 156,00 .156.00 ..0.0 r* k. k***,*-*******k rk**** k**** kk* 1r ***kk**** *k *k*4*kk. *khkkk**1 *k** *** +tTV OF' TUKWxt.A' . .. y�A TRANSMIT rk** k** k+ k�r** k* k* kkk *kkkk ***k�k�k�Fk�4kkkkk�kkkk kirk *k�4kyirii ****k.kk * *ylrk� irk. 1'f7ANSMxT N umbel" c 9300 Wmnu'n 25 m 00 `:Ui /qa %.93 09:13 perm it`.No: PW327.0290 :: Type: 'PW -SD STORM ,pppxNAQE P. urc:a`1 : : Na c .'.On4.UOU -0136 ` Site Addr'eegz: 14, i.5 P(Cx L.ocuti:.ian »�`- CORNER- OF PACIFIC HIQHW'AY :SOUTH & SOUTH 14 4TH . PaYm4nt,: Method c `CHECK Notation: H P' 04 1. - . Tn i t SAD 1:* *k * * *,k **k * * **;k * * *4,. *'k ** fir*`1{,******* s4, kr4ik * * * * * * *' * * * * *� *,* *** * * ** `; Accdunt ' Cado :Deacr 1 pt`i on OqU /�4� .83.U`,. 41V342.. 400 Pu'id, PLAN CHECK ,-. UT1t.xTY 1U »UU :INSP.' FEE :STORM Total Pa.ymerit) ... 25.0U. . *A'+k*ha **4r* ft* *iU***** k* ***o4*** h* k* k*** 4k*** *k * ** *at**k7lr*****k***** CITY OF TUKWIL.A.y Wp TRANSMIT *******'** kl c*****************k******* * * * * * ** ****: ** **k *****.* *** *** .TRANSMIT Number.: 9)0U.002C Amount: 25400'01/08/93 09 :14 Permit No. PWg2- ,023.1., Type: PW-SU STREET USE Parcel'No :. 0040Q0. -013 Site Addree ;( 1441 ,PACII XC MY S Location CORNER OF PACIFIC HIGHWAY .SOUTH & SOUTH 144TH Payment Method: CHECK Netatjant 4.11 O11. lihit. SAO *k * ** * **. *, ***.**.***** A*** *k * * * * **** *k * * * * *; * * * * * * * * ** \VX Account. Code 'H)eacrip.tion 000/345.030 PLAN CHECK 7 UTILITY O0.0/3.42.400 . INSP I UTILITY . Total (This Payment): 25.00. 2 »U0 .00 Paid 10.00 13.00 25.00 * k*•***• k*****k****** k* k** k* *k * *k*k * * * * * * * * * * * *h *k * ** ** ITY OF TUKWILA, WA TRANSMIT k**** k*** *A* * **A***** ** *hA * * * * * **h * * * ** nth *k*A* * * *kA * *A* * * **k *J TRANSMIT 'Number 92001130 Amount: 10/15/92 10:33 Permit ;Nap B92 -0373: Type :: 0 BUI! D ` BUILDING PER h 6 Parcel Na:. 064000-013 B ite Address; •`1{415 PACIFIC. HY ,Payment M'ethod v. CHECK Notation: BUSH, ROED & HIT In it: SLR : k* 4 * ' **k*****• k****** * * * *k * ** ** ** * * * * * * * * * * ** * ** *fir * * Paid O00/345 34 PLAN CHECK -: NONRES 222.95. Total (This Payment): 222.95 Total Fees: 570..43 Al :l Payments; 222.95 Balance: 347.;0.` • GENERA TOTAL • CHECK CHANGE 434A000 222.95 222.95 222.95 0.00 15 :06 AC eo unt ;Cade - Oescriptian CITY OF TUKWILA Address: 14415 PACIFIC HY S Permit No: B92 -0373 Tenant: BP OIL STATION #03154 Status: ISSUED Type: B -BUILD Applied: 10/15/1992 Parcel #: 004000 -0136 Issued: 01/08/1993 ** 4**: Y***** k**********• k***************** k• kk******* •*•k *k *•k** * *** **** *•k*k* :Permit Conditions: 1. No changes will be made t'o th:e plans unless approved by the engineer and the Tukw11,a „Building Division: Plumbing permit shalt-be obtained through the Seattle -King County Department %bf Pub l ic. Health Pl umbi ng wi l:l be inspected by.'that agency,' i,pclu'd ing ill gas piping / (296 -4722) ` El ectri ca.l p'ermkt shall be.lobta'ined "through the- State D1.v srion Labor.: and Industries and 'al l ewieatrica;i work wi<1`1,rbe Plnspected by that ,agercy (248 - 6657) . ': 4. All pe,r,jii `ts, i nspec.ti on r,e,corlis, aril approved plan " s maintained r a ; vai la at the j'ob site prior to the.: star of any cor7struction • These'` documents are to be maintained, available ; - unti l inal - inspect on l is granted. 5. When special inspection re�q``uired either the owner', architect i� erig i neer:.._,sha,l i notify . the`''Tukwila Building ''r Division of appointment'•..ofhe jins prior' to ` the�,ffi:irst buildi'ng.inspecti,o ��Copi ; •of special insp;ectionc.srepor`..ts shall" ° be s } ubmitted to tl e. Building;' Div + +,lslion i n° a manne' 'Reports• shall,:' contain address; proleet'(fr acre, , permit number t arid'. y t pe, of inspection being, perf�o;rmed r �.:r ;. , u „� ;. ; , 'I' 4 c �,i H r { 1 The sp % e a , ,i n sp e ctor shall submi tl a , 'signed report- ,:,, sta ing Whethero,. work requiring '' Was .t to the pe ,' of the inspectors knowled ge , i,n' epn.formance.awi�`t 'ap plans and specsficat:ion a 'd the 00.15.c 01.e workr- m sh R: p,rovisions,of' the UBC. ...,,a \ i # >:...._ 7. All stNcturalt concre shall be peci'all....l (S•ec.. 3 (a.) 1, U0c:) ., a , ;.,.. . g t. 4k � f 4> f + `f � � � � . � � tr,+ j !x �..i�.. 8.- All structural welding sf'all be done by IA.B.O tcerritif; welder and'j' ecial inspected '('Sec =. 306 ° °(a) 5 B )"�.� G ` 9. Ali pp� U Cr� high- str` 'g h bolting shall be special ins ecte �. tti> ec. 306 (a)-6 ptisti: . '' "R'aF 5:, r x ..,. construction tv°:b,e done .�in''4 f 4ti' 10. All confor with =a' Aved plans and re u i remenzin ; s `of.,.,, the 'CUn i fof'm Bu i l4dwi ri':g de (1991 Edition) as amended dy ` the: ,,W.ashi,n.gton. StatAe "Bu's lding Code, Uniform Mechanical Code (1`991' Edsllt j;on)' -•and Washington State Energy Code (1991 Second Edition). 11. Validity of Permit: The issuance of a permit or approval of plans, specifications and computations „shall not be con- strued to be a permit.for, or an approval of, any violation of any of the provisions. of this'code or of any other ordinance of. the jurisdiction. No permit presuming to give authority or. violate or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B92 -0373 October 27, 1992 Re: B.P. Oil Station - 14415 Pacific Highway South Dear. Sir : John W. Rants, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 108:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) A fire extinguisher with a minimum classification of 2A, 20 B:C shall be provided and so located that it will be not more than 75' from any pump, dispenser or fill -pipe opening. (UFC 79.908) 2. Exit doors shall be openable from the inside without the use of key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) 3. A fire alarm system is required for this project. The . fire alarm system shall meet the requirements of NFPA 72 and City Ordinance #1528. An approved automatic sprinkler system may be installed in lieu of afire alarm system. All . new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1528) (UFC 10.503) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor Local U.L. central station supervision is required. (City Ordinance #1528) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.301(a)) 6. A permit is required for the use, storage, handling or sale of flammable or combustible liquids. (UFC Article 79) A permit is required to remove existing underground . storage tanks. A permit is required to install new underground storage tanks. 7. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, The Tukwila Fire Prevention Bureau T.F.D file ncd VA ,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable co o INSPECTION RECORD Retain a copy with permit Date: 206 431-3670 uired prior to approval. o $30.00 REINSPECTI FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - 4 4, 7 , ,, ype o nspect • . ...— _ 'e el .... : • : struct ons: 'ate 11 ant : . : / / 2.,3-c am.6-11 Requester. Phone No.: VA ,CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable co o INSPECTION RECORD Retain a copy with permit Date: 206 431-3670 uired prior to approval. o $30.00 REINSPECTI FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - ro ect: Type of Inspection: re 1 4 C 3 1 bate a Date Wanted: Special I rubtlon . 0 /' Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: ecept 'INSPECTION RECORD ,; Retain a copy with permit 037.3 PERMIT NO. (206) 431 -3'57 Corrections required prior to approval. c5e4-- /0 7a.) ceC,,) 54 3'0 jam ,AY► nspector: ' Date: ❑ $30.00 REINSPECTION FEE - MIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: 9 Cat 1 Type of Inspection: PwD r no, Address: , . tii Date Called: < .. �, Special Instructions: Date Wanted: am. p.m. Requester: Phone No.: -) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. COMMENTS: ❑, $30.00 R FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ❑ Corrections required prior . to approval. 'rod.'ct :/ ` v YPeo10.- coon: dJ F,� Add e `o.... 4C ,/'/ i b, >z i Date a led: ,— 0-93 Special Instructions: Date Wanted ,_ u r D am. gm�, Requester: a � G Phone Noq lei ..... 7 s7 U CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O Approved per applicable codes. COMMENTS: L.J • f Inspect 0 .$30.00 REINSPECTION FEE REQUIRED., Prior to reinspection, fee must be paid at 6300 Soutlicenter Blvd., Suite 100. Call to schedule reinspection. I.. eCbQ 0. • Dater CINSPECTION RECORD X93 — Retain a copy with permit 137 ,3 PERMITN0. . l (206) 431 -3670 0 Corrections required prior to approval. 3/4 . %.�n�l Type ofInspe ction: .C.h 1 ra iz_ Date Called: g_.... ) g _ 9,3 � 15.... 7 /1 C' G y17 s, Special Instructions: r : j 79 `27D Date Wanted' 'Q (.� Q V w ) i" 1 3 am p.m. Requester: //' ful Phone No.: op nspector: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. CQMMENTS: 'INSPECTION RECORD Retain a copy with permit. e s ec;4-74.,/ A c',r: (tea- 033 PERMIT NO. k Corrections required prior to approval. 0 $30.00. REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206) 431 -3670 MI1110111111111111111111111% Ar :., . d A J. 1 •ro 1 (/ 57fl 7 m ype o ns.: !- 7i0"/ A ./ Ad.: • : ' f G Ac i S Date Called: e / `t ...- 7 �- G Special nstructlons: 5 ? r -I ' I I7 �� , t /5/ C /) Jr i s . -c :0 / 'ate anted: _ 2l_ 9 a Re n{ ( _ Plane No.:. / ' /c,-) 7S 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: 0. 0 INSPECTION RECORD Retain a copy with permit C 0373 PERMIT NO (206) 431 -3670 ❑ 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. 1 : f / � z � Type of Inspection: co Date Called: 1"' --z -* Address: ' "' ' eclat nstructions: Date Wanted: 4/--2. -- j` j ( Rm. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Receipt No,: °INSPECTION RECORD Retain a copy with permit 0 3 7 ,3 PERMIT No/ (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: / c �� orw.•sr���ta . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •;� :1�'t tr AgempArprIpswifkwpferam Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: :w Authorized Signature City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM r Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued ?V& F Gary L. VanDusen, Mayor Control. No. /2 Permit No. Project Name .BP (9/I - i /ate Address / y 4/ / S PAC. /4 S'. Suite # Y /1 D te FINALP.PP.FRM T.F.D. DESCRIPTION OF PROPOSAL: CITY OF TUKWILA DETERMINATION. OF NONSIGNIFICANCE (DNS) DEMOLISH TWO EXISTING CANOPIES, ARDPUMP ISLANDS ET PROPONENT: BUSH, ROED &�FiSI�TCFI-INGS, INC:""� ~ t7 # ;3 LOCATION OF PROPO 5A ,;PNCL UDIN G S ADDRESS,; ADDRESS: /4°415 .PA'CIF,IC ' HY "` S F° PARCEL NO: ."'0040,00•- 0.136' SEC /TWN /RNGr% QUARTER 22'- 23 -4t• ;; t , "'i 0 k . f l S • • F,t� 1 ; 1992, 1' ' •' 1 \ R1 , Ai lt,�, / f f A j L e� : Rick Beer�, ' ReApons'i:ble. Official' Ci ty of Tukw,��i i�a, (206) (31...,--3680. . 6300 Southcente.r� Bou "' � 1 Tukwila, WA 4 `�9.�81188 % : ^�,� %:.;s:.s ►«'� • LEAD AGENC.Y.,:� CITY''OF \ ! ' FILE0NO: :',L�9`2- 00�4.r2\ ftV The Ci ty de,termi ned tfia:t'�the�'p.rop:t sa l does not have a� pr;,obab e s i gn i f i cant a;d.v rse,r'i mpact.. on thelj . An env ilron'me,n l\ J;;„ impact state;mentl (EIS) is notT..r,eq'u'ired „under RCW 43 .21c:'03'0(2') (c).'ra'' This decision �e-f :..was made t"er- of •'a:_,coippleted envir onnie�n , ' check1I r t: and other in.form•tion ion ?fi�l.e, with the„ lead agency This * * * *•k * * * * * * * ** �t * ** *k * *•k * ** k* k* kklk, r •* i** kk:*' k'! i* k k ***** * * *v*•{c•k.*,k * *�(k,k* * * This determinat.. one is fi,n signed �t0.4,�� informa:t�ion is ava'i,lable " `ta the`'fpub', on`sr..equest. r;, r r `: .1:'+i41• ° 7 • /� C 1 � ,^ " 1'�M l r .� .. _ /�i � f . am,, 4? iP • RE:CI IVED AUG 1 2 1992 BUSH, ROED & HITCHINGS INC, b ' l...J.• You may appeal d t s erminatioi , ti "o'� •t'h'eC`it.y Clerk ati Hall, 620.0. r, Southcenter Boulevad.ukwila, WA, ;981A8Ano, later- �,tha'n 10 days from the above signature date b wr¢ i:. t.en appeal e stating,,;th asis of the appeal for specific factual objections+ .�,..+..:��v;Xoul`,may�-•�be- r do bear some 'of the expenses for an appeal. "....1.:=4..—.,--- Copies of the procedures for SEPA appeals are available with the City- Clerk and Department of Community Development, FILE COPY understand th .':. -.. , -;-, r.,._. : "O subject to errar:, c c i3:::...: r . of plans does not authorize tho vioir: : :: c; 1.7 ; adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. comae are w t aum m mot ar.n rat Igor wt a>as eats BY et►Lama tanema.t MS ma moss is mat Ma TO allite Date _. _ Permit No. W 2 - mama. ma _„a„t CITY OF TUKWILA • APPROVED oc t 614 7E) T3E ' ' OC4 ,.� Callk : o T Ott aataamAatt - ( z." CCoUD, 4 ' -77E7 4165 t N ? T[O Nz L ( RP "P -t2.. LSt P� �Gt - 06(s)1 , I ll, :tip ••+• • n � atum rct+R► cnww.,rTLC (4 tee' cps t►aeteses L'c. ial CENTE~? auao aveea,eas. a. It S eosaT I I MS MSC tA W UMW IS rap ar tae o irM. OUvrind 4 Ctt♦alL tNiltiOS R t Ma MC NM ma ea w COMM NO O11110s VIM CM IC MIS aSwYesvW s aws R Cana MIL at NM VW Min w IMP imam MUM CUM or yaw PIM Pa MN MI eF<*. s P& R ammoom r ZwL mom MINI w rr.teat t; IX CO MICA aft R n..e TIM ISM t Olt SW MCI Cat aaeaasaw MM. • AMMON vu MI Ita IL MI MIL a SNP! WIClaw4aaraas CI. wSatM.atMaitt AWL a [ WPM WINI.titall. WI WA pot M s a mas MOM MOW fat 4 MOW cane= uvi lit MS 151. S5 * i GM staaeLL ral as at! MO= toot w lftia.s..aoat atae its SW MON VC NSW NM tr 15 !at CAC r. DC VP ear[ OF VI 103.4101. rot awraaottw..au.ssaseerwaea.ems RR Naypia, NOM eta memo Mills tat eesatPP MOMS see wtmaim arrcaaOe8l Sall M maws tae Nos a tt_t NMI TIM Of tp else. m@sK a1 versuan r moot awaaaaeit co r mosarson an PONS/ AC* um. e .a. a boon TV ,,[ 1 1 N NO. . . • SHAPE TYPE AREA S' HEIGHT FT MOTH FT FORCE Como X -FT Y -FT MRHD PSF MCI LBS 0.00 8 a 00.2 26133 0.13 0.00 14.90 888 Fig 2170 20133 17.25 24345 .75 -3.44 11.50 510 17.25 .75 3.44 11.50 515 OF SECD II FT L a �T -LDS PS ,4 0346x0.375 0.00 8 a ki 26133 240 24340 4 0340)30.375 0.00 20133 241 24345 ,TE FOUNDATION) OUNDATION PLAN I 1/2" GROUT NON - SHRINK RIGID ELECTRICAL CONDUIT FROM BUILDING W -3" i OUNDATION, • ANALYSIS SUMMARY SUPPORT STRUCTURE ANALYSIS SUMMARY - FOUNDATION. ANALYSE PROGRAM - S C NCALC VEA 1.1 ANALYSIS PROGRAM - SIONCALC V R 1.0 DES IN CIRITEDA: MINDWARO UNIFORM PRESSURE • 12 PS TEEM UNIFORM PRESSURE - 10 PSF TOTAL PRESSURE • 30 PSF , SUMMARY OF WHO Lamm " 11OUEUNT AT GRADE LONE - $ if 1M - 50200 fT - LBS SHEAR AT GRADE UDIE - Rim - 4013 L83 ` ', ETEVARGO OF RESULTANT - LLOLIENT/'SIEAR - 1402 FT TOTAL WNO SURFACE • F AREA -,1336 F1 • Po • 4/3 (0.00KFy) • 40400 PS. (ALSO SECT. 1.51.4,1) ANQIOR BOLT ANALYSIS: SWAM HERMITIC ROUIONE FTUR FLATUS LEEWARD PRESSURE 0H GROUT BALANCED AGAINST ANQ10R =SCR ILAIOMUW =SON PER BG.T • 12111 IBS UNGROUTED C ENTERS • 20133(12)/12(2) • 14007 LBS UNGROUTE0 CONOTION CONTROLS ANCHOR TETISLE STRESS • fl • TENSION /AREA • 14007/1.23 • 11430 PST Fl • (4/3)(fux.33) • 25500 PS (MSC SECT. 1.5.2.1) AVM ASS ANCHORS Fla • 50000 PSI BE7RD010 IN BASE PLATE: - --� CALCULATED AS CANTIEVER BENDING LENGTH • 175 IN. SECTION NOTH • 1 IN. PLATE ' • 1.25 IN. Eb • 14/3X.7SX d00i) ) /SY - 3381 PS ft. • 4/3X,75 Fy) •30000 PS (MSC ELECT: 1.11.4.3) PLATE 11R1DIN0N SICNCAI.0 CALGULADCN BASED IOU(*$ $ D GROUP M134EIT C! RRk1YDA Ma SERIES ELECTRODES Fv - 21000 P9 AISC SE SECT. 1.5.3) DESIGN CRITM ;41100 P NIMBLE GROSS SCI. BEARING -150 PSF LATERAL Sal GEARING • fOUIDA11014 11101H • 1117 fT L - FOUNDATION LENGTH • 0.75 FT 0 • FOUNDATION DEPTH • 133 FT • ?OUHOATIC I DEPTH BELOW GRADE • 4.0 fT • ESTIMATED DEAD LOAD TO FOUNDATICH • 2200 IBS illlb MOMENT AT GRADE • 50020 FT-LEIS • NW SHEAR AT GRADE • 4100 LBS ' TORO MpiTNT AT BANG SURFACE • 73220 FT -CUTS PIER SIZE - W,t,xO, - 1.02z1,92z107 CONCRETE VEXIUME - Wilt* W,t,xD, - 2310 CU F7 PER FOOTING SCR. VClL51E • IIALOD4M,xL,xO, • 40.5 CU FT PER F001E10 SNJS BEARING REDUCED BEARING AREA, DUE TO PARTIAL. BEARING CAUSED BY MINO LOAD, . WAS DETUUDNED BY SGNCALC CONFUTER ANALYSIS si • - 2.07 � •101FT (.-- e • P. +CGRC+SCRI.: 30930 IBS . 6a 0 .�- c)/2•1.42FT . ' . N• • Mir • 50703 FT-LAS W- MM- . • 11517 F T-lBS WARM AREA - Wz•- 3175 • Ir MB(01/I2• neo FT' . DEAD LOAD/BFARNS AREA - 55 PSIF CONCRETE WT/BEARING AREA - 147 PSF SCR. MT/BEARING AREA • 102 PSF Y,(0/2)/I1 037 PSF 1541 PSF < 2000 PSF ALTERNATE LATERAL FOUNDATION ANALYSS PER UNIFORM BUSIDONO CODE SECT. 2001 P w 2050 LBS H - 1100 IT 0 • 7.511 b•3.01T 5. • 150 PSI :�• 2(D/3 O,S,) • 750 PSF P m • (A X1+(t 1 4. 3 b B(L / A))'A) - 1.04 0. 7.50 FT ALTERNATE VEJITICAI. SLAB FOINRDATICM ANALYSIS PER WORM t1UllXNG CODE sEPT. 2007 P• 4013LBS H •14.02FT 0w 5.25 FT be 13.0 FT Sr � 60 6,• 0 3 ,) • 525 PSI A•2 -.11 1>n►h - (A K1i(1+4 - 4.111 a 125 FT D1EGL 01ERTURNIN0 SAFETY FACTOR •'' •' NOTE) INOGHT Of 300. AND CONCRETE ABOVE FOOTING SLAB NOT INCLUDED IM CALCULATION SAFETY FACTOR • DL0)/30SI) - 1.62 1.5 1 • MATERIAL SCHEDULE ITEM SUPPLIED BY INSTALLED BY IDENTIFICATION SIGN PRICE /MESSAGE SIGNS A.C.M. SHROUD STEEL SUPPORT STRUCTURE CONCRETE FOUNDATION ANCHOR BOLTS GROUT UNDER BASE PLATE OWNER OWNER OWNER OWNER G.C. G.C. SIGN INSTALLER SIGN INSTALLER SIGN INSTALLER SIGN INSTALLER SIGN INSTALLER G.C. . G.C. SIGN INSTALLER NOTES: WY OF TUKWILA APPROVED ;BIZ I 93 At: All rl! !U s IN DIVISION DRAWING STANDARD THIS DRAWING DEPICTS TYPICAL CONSTRUCTION WITHOUT PRIOR KNOW EDGE OF INSTALLATION LOCATION, SITE CONDITIONS, OR LOCAL CODE REQUIREMENTS. THIS NOTICE MAY BE TURNED OFF WHEN PLOTTING FOR ENGINEERING CERTIFICATION AND CONSTRUCTION. rr1Tr - • 1 ALTERNATE VERTICAL SLAB FOUNDATION SCALE 1/4" = 1' -0' Fl. DO NOT SCALE THIS DRAWING. F2. SOIL MUST PROVIDE SAFE BEARING CAPACITY OF NOT LESS THAN 2000 POUNDS PER SQUARE FOOT (PSF) AND PROVIDE LATERAL RESISTANCE OF AT LEAST 150 PSF PER FOOT OF DEPTH. F3. EXCAVATION SHALL BE LEVEL AND PLUMB AND SHALL HAVE VERTICAL SIDES AND A FLAT BASE, EXCAVATION SHALL BE FREE OF LOOSE SOILS, DEBRIS AND FORMING MATERIALS. F4. CONCRETE AND REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE MATH ACI 318 -83, M. CONCRETE SHALL BE READY MIXED DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 POUNDS PER SQUARE INCH (PSI) IN 28 DAYS. F6. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. .F7. DO NOT WELD REINFORCING STEEL F8. ANCHOR BOLTS SHALL BE CUT FROM ROUND STOCK CONFORMING TO ASTIR A36 AND GALVANIZED IN ACCORDANCE WITH ASTM Al23. F9. NUTS SHALL BE THREADED FOR USE WITH GALVANIZED BOLTS. F10. LATERAL BEARING FOUNDATIONS SHALL BE INSTALLED IN UNDISTURBED SOIL DO NOT BACK FILL F11. WHEN LOCAL EXTREME FROST PENETRATION EXCEEDS 4 FEET, EXCAVATE STANDARD SPREAD FOUNDATION 6 INCHES BELOW FROSTLINE AND INCREASE CONCRETE QUANTITY. F12. SIGNS SHALL NOT BE INSTALLED UNTIL CONCRETE HAS 'CURED 96 HOURS. F13. THE SIGN INSTALLER SHALL PACK HIGH STRENGTH NON— SHRINK GROUT INTO THE VOID BETWEEN THE BOTTOM SURFACE OF THE BASE PLATE AND THE TOP SURFACE OF THE FOUNDATION. F14. DO NOT FABRICATE FROM THIS DRAWING, SEE FABRICATION DRAWING FOR ADDITIONAL DETAILS. • F15. FOUNDATION DESIGN IS NOT ADEQUATE FOR LOCATIONS WHERE THE SEASONAL FLUCTUATION OF THE WATER TABLE RISES TO AN ELEVATION HIGHER THAN 5 FEET BELOW GRADE. OW OF 'I U1CWI . APR 1: 5 1993 PERMIT CENTER ILLUMINATED AREA LOGO SIGN: 23.4 FT PRICE /MESSAGE PANELS: 9.2 FT 2 PER PANEL DISPLAY AREA LOGO SIGN: 37.6 FT 2 PRICE /MESSAGE PANELS: 9.6 FT 2 PER PANEL ELECTRIC INFORMATION LOGO SIGN: CONTAINS SIX (6) F72 T12 CW /HO LAMPS REQUIRES 4.6 AMPS (MAXIMUM) LINE CURRENT PRICE /MESSAGE PANELS: CONTAINS TWO (2) F72 T12 CW /HO LAMPS PER PANEL REQUIRES 1.6 AMPS (MAXIMUM) LINE CURRENT PER PANEL ONE (1) 20 AMP, 120 VAC CIRCUIT (60Hz) IS REQUIRED AS PRIMARY ELECTRICAL SERVICE TO MAXIMUM SIGN CONFIGURATION. uvroc Fv • 21000 PS (A= SECT. 1.53) w MANUFACTURER FURNISHED INFORMATION CONCERNING SIGN CABINETS MATERIAL SCHEDULE ITEM SUPPLIED BY INSTALLED BY IDENTIFICATION SIGN PRICE /MESSAGE SIGNS A.C.M. SHROUD STEEL SUPPORT STRUCTURE CONCRETE FOUNDATION ANCHOR BOLTS GROUT UNDER BASE PLATE OWNER OWNER OWNER OWNER G.C. G.C. SIGN INSTALLER SIGN INSTALLER SIGN INSTALLER SIGN INSTALLER SIGN INSTALLER G.C. G.C. SIGN INSTALLER kL SLAB FOUNDATION �i : i. 1 �.E i A `• i 3. ADDED ALTERNATE VERTICAL SLAB FOUNDATION Cififf I )S 10 1ND PRMING :WIVE 16 AND DO DARD iUAN1ITY. IHE FACE . FLUCTUATION TRADE. 1993 ILLUMINATED AREA Gast =CZ ctvolnwca Iv IN 21000 P9 (MSC sECi. MANUFACTURER FURNISHED INFORMATION CONCERNING SIGN CABINETS LOGO SIGN: 23.4 FT PRICE /MESSAGE PANELS: 9.2 F PER PANEL DISPLAY AREA LOGO SIGN: 37.6 FT 2 2 PRICE /MESSAGE PANELS: 9.6 FT PER PANEL ELECTRIC INFORMATION LOGO SIGN: CONTAINS SIX (6) F72 T12 CW /HO LAMPS REQUIRES 4.6 AMPS (MAXIMUM) LINE CURRENT PRICE /MESSAGE PANELS: CONTAINS TWO (2) F72 T12 CW /HO LAMPS PER PANEL REQUIRES 1.6 AMPS (MAXIMUM) LINE CURRENT PER PANEL ONE (1) 20 AMP, 120 VAC CIRCUIT (60Hz) IS REQUIRED AS PRIMARY ELECTRICAL SERVICE TO MAXIMUM SIGN CONFIGURATION. BP Oil Co. RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 ELROD & COMPANY CONSULTING ENGINEERS 2318 OLD FORT PARKWAY. MURFREESBORO. TN 37120 EAC 151.02 -3A PERMIT DRAWING 41111131•11.111111111111111111•Iir 6 x 6 SIGN TWO COLUMN MOUNT WITH SHROUD 30 PSF DWG. NO. 17- 6x6-- 23R 723 MACE BY MOLL DECKED 8Y REF 1 OF 2 REV. 3 DATE OWN CH RF 11 :s+ NOTES: t CITY OF TUKWISA APPROVED t: 1 9 r,' U' IN . DIVISION DRAWING STANDARD THIS DRAWING DEPICTS TYPICAL CONSTRUCTION WITHOUT PRIOR KNOWI EDGE OF INSTALLATION LOCATION, SITE CONDITIONS, OR LOCAL CODE REQUIREMENTS. THIS NOTICE MAY BE TURNED OFF WHEN PLOTTING FOR ENGINEERING CERTIFICATION AND CONSTRUCTION. ALTERNATE VERTICAL SLAB FOUNDATION SCALE 1 /4" = 1'-0" F1. DO NOT SCALE THIS DRAWING. F2. SOIL MUST PROVIDE SAFE BEARING CAPACITY OF NOT LESS THAN 2000 POUNDS PER SQUARE FOOT (PSF) AND PROVIDE LATERAL RESISTANCE OF AT LEAST 150 PSF PER FOOT OF DEPTH. F3. EXCAVATION SHALL BE LEVEL AND PLUMB AND SHALL HAVE VERTICAL SIDES AND A FLAT BASE. EXCAVATION SHALL BE FREE OF LOOSE SOILS, DEBRIS AND FORMING MATERIALS. F4. CONCRETE AND REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH ACI 318 -83. F5. CONCRETE SHALL BE READY MIXED DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 POUNDS PER SQUARE INCH (PSI) IN 28 DAYS. F6. REINFORCING STEEL SHALL CONFORM TO ASTM A815, GRADE 60. .F7. DO NOT WELD REINFORCING STEEL F8. ANCHOR BOLTS SHALL BE CUT FROM ROUND STOCK CONFORMING TO ASTU A36 AND GALVANIZED IN ACCORDANCE WITH ASTIR Al23. F9. NUTS SHALL BE THREADED FOR USE WITH GALVANIZED BOLTS. F10. LATERAL BEARING FOUNDATIONS SHALL BE INSTALLED IN UNDISTURBED SOIL DO NOT BACK FILL F11. WHEN LOCAL EXTREME FROST PENETRATION EXCEEDS 4 FEET, EXCAVATE STANDARD SPREAD FOUNDATION 6 INCHES BELOW FROSIUNE AND INCREASE CONCRETE QUANTITY. F12. SIGNS SHALL NOT BE INSTALLED UNTIL CONCRETE HAS 'CURED 96 HOURS. F13. THE SIGN INSTALLER SHALL PACK HIGH STRENGTH NON- SHRINK GROUT INTO THE VOID BETWEEN THE BOTTOM SURFACE OF THE BASE PLATE AND THE TOP SURFACE OF THE FOUNDATION. F14. DO NOT FABRICATE FROM THIS DRAWING, SEE FABRICATION DRAWING FOR ADDITIONAL DETAILS. F15. FOUNDATION DESIGN IS NOT ADEQUATE FOR LOCATIONS WHERE THE SEASONAL FLUCTUATION OF THE WATER TABLE RISES TO AN ELEVATION HIGHER THAN 5 FEET BELOW GRADE. C. . i►i APR ;Z 5 3993' MANUFACTU CONCE ILLUMINATED AREA LOGO SIGN: 23.4 FT PRICE /MESSAGE PANEL F DISPLAY AREA LOGO SIGN: 37.5 FT 2 PRICE /MESSAGE PANEL: ELECTRIC INFORMATION LOGO SIGN: CONTAINS REQUIRES PRICE /MESSAGE PANELS LAMPS P REQUIRE: PER PAN ONE (1) 20 AMP, 120 ' PRIMARY ELECTRICAL SE MA ITEM IDENTIFICATION SIGN PRICE /MESSAGE SIGNS A.C.M. SHROUD STEEL SUPPORT STRUCT CONCRETE FOUNDATION ANCHOR BOLTS GROUT UNDER BASE PL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 22 23 24 25 26 27 28 29 30 31 32 33 3 36 :3 3UBJECT __19q/6 1.74.14/ - Y:(44 4'd 98 /:' t FILE .v-D DATE .....7 BY Zog cm .r'f -4r.wovo rzlimnirirarrow.rmirit w .VTAIVORmingnimamomeillfffAiv t imorrt mug f i DATE caC - 3 - q CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA .98188 0S6 N SUB PROJECT NAME B P aJ L di() ADDRESS 0 ! ( 719/9 CI C/ • 3 j\tK CONTACT PERSON V i V l C 4f f i ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 6/(g -0373 TYPE OF REVISION: : 5 - GC (174 VG .I (7 / e.-s PHONE C 1 TAL.*'* EtY 0',444)6ri SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. . SUBMI'i'iED TO: RECEIVED CITY OF TUKWILA 3 199$: PERMIT CENTER EXPIRES JOB NO. 08/09/ PAacle, , SUBJECT • Client: "jSS t1X F-- i \- aG L C.el)( cU)S Foe_ - 6P QoP s z• s-0-4, AktGritt,0n S0714 u k. Ec k s►cocA) ` 2 0 c l U PLj,Fi ti3= S /D. 2to bC;2-0A v @s UP 2(o " 6 - - w' k r 3`° 7\ ( 1/2-1 " S ")35Co 4 U9 C F a wi1,) w:31, stsErot.40,0 T-1 -Pc A , .A Kramer, Chick Mayo, Inc. KCJ4i 10 0 .C110 P SHEET NO. C Client: 15S6 W. > - Cp -ga %...... EXPIRES JOB NO. \VI CHECK 3: 4993= : FO AA s13nic,3 1 l UPi, ∎ W 31(t Kramer, Chir -RC Mayo, Inc. Kam eA-Qb� @ I y �I I S 1 V{lGoN1)� So 36210-' ke„),:- t -- t 4. +ik)1 SHEET NO. �Jc t 1 D rJ �c ) VY1 ggf- JOB NO. CHECK c Kramer, Chi -°% Mayo, Inc. Ka,/ Co i.(4 - . ; _ �' = zproi r - k `r)AL? s r� ,+ t f t OS' IL - CVO 13_ V . U tz? SUBJ Ycap' A R. P '2142'460 2-'2 itsk ( 2- 2 . 1 /v6o .3\i\1 2 C cr e\ - > 'C... F p2 Na sF'ctkt, ,Ns? (2.62L160) � o I,eC.11,2� "? (X22) OATS • SHEET N0. J Client: 2 JOB NO. CHECK „ 7 07) (%i1'1 (a0-7100 �U I �1��1JC�i ii7 TS = `).9 A`7 fd4.. 4- DI (1-- .7 e: (2 AA.g) A -k C ' LIM _-( -( = 25)0 A 5 If 1 k)S`f - I10 1.5 1\T `\ LESA 191A ‘‘) k --- 6Pcf. \062) .1D ol-nC14)- 0111 . 1 - • Kramer, Chi c° °c Mayo, Inc. Kcm Ig C= (A€' (:)Y('‘) k5 = a 2- �- 151 2- tob Cb 0► 0 E F_TS \ (lf),I N x,21 Alliod34) i- 10,11 +2[(o ,\ :?'►0 %0 (s, = 108.85 s= -/D f 08 `8 %,\1 2 \, b3 SUBJECT DATE 2/ 3 SHEET NO. Client: a JOB NO.' kc rY ,4 CHECK Kramer, Chi r Mayo, Inc. mom '��('2) 21.p3 12. L 3 / i f t.t)Eth ')/ . ") Q, (s,s 1 . ";R 1 31, T /2 ' 1 ' C -2-) • \ �. � J z - n � x.5'4 A L L A c. LG: SUBJECT DATE SHEET -NO, C STUT„V_ CALCULATIO ITEM 1. DESIGN LOADS & CANOPY LAYOUT 2. DECK DESIGN 3. BEAM DESIGN 4. GIRDER DESIGN 5. COLUMN DESIGN 6. FOUNDATION DESIGN 7. CONNECTION DESIGN 7. METAL DECK INFORMATION A\ DECEMBER 1991 TABLE OF CONTENTS 0 grgliWig[nl BP AMERICA DEC 15 19921 LLD 144115 PACIFIC HIGHWAY SOUTH SEATTLE, WASHINGTON MAHAN & DESALVO, INC, DESIGNED BY KRAMER, CHIN &' MAYO, INC. FOR BESTWORTH-ROMMEL, INC. \S • PAGE 1-2 3-7 8-12 13-16 17 13 19 611 Client: I �(���1 T ►I" 1"� lib l .6D E..r( rk • c Gp50:;_. E el:01‘Y6 JOB NO. BY Kramer, Chin & Mayo, Inc. ( ) Design Loads Gravity Loads Wind Load BESTWORTH- ROMMEL, 1N Snow Load = 25 psf Dead Load= 3 psf Total Load= 28 psf 80 mph Basic Wind Speed Exposure C p = CcxCgxQsx Ce= 1.2 1165 Qo• 17 ?of u PrG p= 20.40 Cq Uplift (Cq = 1.6) = Uplift © Edges (Cq = 2.8) = Lateral Load on Parapet (Cq =1.3) = Total Lateral Wind Load = Earthquake Load Seismic Zone 3 V= Z" I'C'W/Rw Z = 0.3 1= 1 C= 2.75 Rw = 6 W= V= 2.46 kips 3 + 26 plf + 40pIf +38plf .17920 lbs • t'G - t9E3e uE>G 32.64 psf 57.12 psf kips 3.99. kips 5.57 60 60 35 30 26.52 psf 43 ft ft• 4 ft° 2 ft* 1 tq 56 u • 1'0\ 5 � C CAL eS �i � BESTWORTH- ROMMEL, IN Deck Design Assume deck is " 20 gauge metal deck with 3 inch deep, 16 inch wide panels with Fy= 40 ksi (See deck properties at end of calculations) Allowable Moments in Decking. M+ = Fb`S M- = Fb'S Maximum Moments 24 ksi 24ksi MG max = 433 lb -ft (< M4 691,2 lb -ft): OK (< M= = -456 lb -ft) OK Deflection Allowable = 0.78" Maximum = 0.54" Allowable = 0.53" Maaiinum = 0.48" M -max = 336 lb -ft 0.3456 in"3= 691.2 lb -ft 0.2280 in"3= 456 lb -ft 6954Z ' tittttlittlttttttttttttttittttlilttc ;Atttttittttttttttittttttittttt t CAST-UNLIT/ BY CAST INC, t TIME: 12/4/91 14 :38:10 PAGE: 1 2 tlltttittttttl tttittttitttttttltttt titittttttttltttttt ttttttttttittttt tttitttittttttttit tttt3tttititttittt t SUMMARY OF ThE INPUT INFORMATION 1 trlttttttttittiilittitittttttitlttit T' /FE OF THE PR 3LEH : CONTINUOUS BEAN CALCULATION t Types and the locations of the supports are: Hinged supacrt at X= 4.0000 Hinged supp r: at :f= 15.5670 Hinged sucpert at X= 27.3330 Hinged supp :rt at X= 39.0000 : 'atal number of•ditfeient materials 1 From X= 0.0000 to X= 43.0000 E: 4176000000.0000 t Total number of different sections 1 From X= • 0,0000 to X= 43.0000 IX= 0,0000 t Total member of distributed loads : 2 At X= 0.0000 W1= '3,0000 At X= 43.0000 1i2= 3.0000 • At X =• 0.:"000 W1= 25.0000 At X= 43,000) W2= 25.0000 ttttttttittttttttllttitttt t SUMMARY OF THE RESULTS I tti1ttfitttttitlitttttlitt t MAXIMUM VALUES t Max. displacement is 0.02616 at X =. 9.8335 t Min. displacement is -0.00546 at X= 0.0000 t Max. shear force is 172.96354 at X= 27,3330 I Min, shear force is - 172.96354 at X: 15,6670 t Max,. moment is 336.30119 at X= 15.6670. l Min. moment is - 196.26552 at X= 9.8335 t TOTAL APPLIED LOADS C ON rT i t\ Ca IF-4- r t Total applied concentrated load: 0,0000 t Total 'applied concentrated moment: 0.0000 t Total applied distributed load: 1204,0000 -t SUPPORT REACTIONS i Reaction at X 4, 0000 1. ,Force 265.7125 Moment= !.Reaction atX 15.6670 Force - 336 :2875 tlonenk: :0.0 t Reaction.aCX: 27,3330: Force= - 336.2275:Moment: 0 0000 :; i Reaction t X: 39.0000', Force 265.7125 Hocgnt: tll2tititlitttt11 /ttttittttititttit ttttttttttitilit11111t11ittitt 1 CAST - UTILITY BY CAST INC. t TIME: 12/4/91 14 :39:41 PAGE: 1 1 ttttt111i111ttttttIttlItltitlitl: ttiti t ttttttlitttttttititttittitittlt titttttt ttttlttltttlttittttttllittit I SUMMARY OF THE INPUT INFORMATION t ttlill2t1t11111111litlitttttititttil TYPE OF THE PROBLEM : CONTINUOUS BEAN CALCULATION 1 Types and the locations of the supports are: Hinged support at Y= 4.0000 iiinoed support at X= 15.6670 Hinged support at X= 27.3330 Hinged support at X= 39,0000 1 To'.al number of different materials 1 From X= 0.0000 to X= 43.0000 E= 4176000000.0000 t Total number of different sections I From X= 0.0000 to X= 43.0000 11= 0.0000 t Total number of distributed loads : 6 At X= 0.0000 Flt= 3.0000 At X= 43.0000 W2= 3.0000 At X= 0.0000 W1= 25.0000 At X= 4.0000 W2= 25.0000 At X= 4,0000 W1= 12.5000 At X= 15.6670 W2= 12,5000. At X= 15.6670 W1= 25,0000 At X =. 27.3330 W2= 25,0000 At X= 27,3330 Wl: 12.5000 At X= 39.0000 W2= 12.5000 At X= 39.0000 W1= 25.0000 At X= 43.0000 W2= 25.0000 ltitittlttitltit12tutt11tt t SUMMARY OF THE RESULTS t 11111111$1111111111t111111 t MAXIMUM VALUES 1 Max. displacement is 0.03262 at X= 21.5000 1 Min. displacement is 0.00522 at. X= 12.7503 t Max. shear force is 163.32400 at X =. 15.6670 t Min. shear force is -163.32400 at X= 27.3330 t Max. moment is 251.22251 at X= 27.3330 t Min. moment is - 225.11194 at X= 21.5000 t TOTAL APPLIED LOADS 1 Total applied concentrated load: 0.0000 t Total 'applied concentrated moment:.. 0.0000 1 Total applied distributed load: 912.3250 t SUPPORT REACTIONS t Reaction at X= 44000 : Force,: 7200,0860 Moment 0;0000 1 D 1 5,1p) Vileaction at X= 15,6670_• Force 256.0765 Moment= ': 0.0000 G e-3 i ltttllliittit :ttitttilttultitttil (..., ttittitltttlltlttltitittttlittt t CAST- UTILITY BY CAST INC. t t TIME: 12/4/91 14:11:24 PAGE: 1 I i tt titii ttt ti ttiittttittttt ttlItt tttItItittilttttlt ttittlitiittlttlttt ltttttttlttiiltlt ttttltlttilitttttit t'SUMMAFY OF THE INPUT INFORMATION t ttii ittttttitl tltttttttiitttttlitlit TYPE OP THE PROBLEM : CONTINUOUS BEAM CALCULATION I Types and the locations of the supports are: . Hingcd suppert at Y= 4.0000 Hinged suppor'. at X 15.6670 Hinged support at X= 27.3330 Hinged support it X= 39.E0000 t Total number of. different materials From X= 0.0000 to X= 43.0000 E= 4176000000,0000 I Total nulber of different sections 1 From X= 0.0000 to X= 43.0000 IX= 0.0000 t Total number of distrihuted loads 6 At X= 0.0000 W1= 3.0000 At X= 43.0000 W2= 3.0000 at X= 0.0000 W1= 12.5000 At X= 4.0000 W2= 12.5000 At X= 4.0000 W1= 25.0000 At X= 15.6610 W2= 25.0000 At X= 15.6670 Wi= 12.5000 At X= 27.3330 W2= 12.5000 At X= 27.3330 111 25.0000 At X= 39.0000 W2= 25.0000 At X= 39.0000 W1= 12.5000 At X= 43.0000 W2= 12.5000 ttlitiitttlittXtttitttittt t SUMMARY OF THE RESULTS t tttttitttItittittttitttttt t MAXIMUM VALUES t Max, displacement is 0.04464 at X= 9.8335 i Min. displacement is -0.03785 at X= 0.0000 t Max., shear force is 175.95867 at X= 27.3330 t Min. shear force is - 175.95867 at X= 15.6670 1 Max. moment is 271.24541 at 1= 15.6670 t Min. moment is - 278.79341 at X 9.8335 I TOTAL APPLIED LOADS I Total applied concentrated load: 0.0000 t Total applied concentrated moment : 0.0000 i Total, applied distributed load: 958.1750 t SUPPORT REACTIONS t Reaction at X= 4.0000: Force= -212.7173 Moment= rpos,r0t Reaction at X= " 15.6670 t Force= -266.3702 Moment= N b * i c jzGv 222ti12222121titittiti212I22tt1221 (: 11222tttittttttlittttttttlIt221 CAST- UTILITY BY CAST INC.' TIME: 12/4/91 14:43:15 PAGE: 1 1 ttitttttittl tltttttlit tt2221tltttIttzt111t :t11t121122t12t12t12122ttitl 111 1ttit1it 11llItt11t22111itlitt11t1 t SUMMARY OF TF. INPUT INFORMATION 1 tti tt122tIt *ttttltlttttilsti1111tttt TYPE OF THE P^aLEM : CONTINUOUS BEAM CALCULATION 1 Types and the locaticre of the sdpporte are: Hir.qcd eupoc: t at.1= Hinged supprt at X= Hinged aupp3rt.a1 X= HInged.support at X= tiittttt11tItllitititttlli 1 SUMMARY OF THE RESULTS t ttitittittttttttttttttitti `t MAXIMUM VALUES t TOTAL APPLIED LOADS t, SUPPORT: REACT IONS. 1 Re3ction.,at X ' l Reaction at X: -(4115;17% Reacon at X :, ( Reacti at X- 4,0006 15,6670 27.3330 39,0000 Taal number of different materials 1 From X: 0.0000 to X= 43,0000 • 4176000000.0000 l Total number of different sections 1 From X 0.0000 to X: 43.0000 IX= 0.400x? t Total number of distributed loads At I= 0.0000 NI 3.0000 At X= 0.0000 iii.: - 57,1200 At X= 4,3000 N1= - 32:6400 At X= 38.7000 WI: - 57.1200 .4,0000: Force =. 15,6670: Force 27,3330.: Force: :39.0000 : Force: At X At X= At X= At X= Max. displacement is 0.00108 at I= 4.3000 i Min. displacement is - 0.04041 at X= 0.0000 I Max. shear force is 216.48000 at X= ' 4.0000 2 Min. shear force is - 216.48000 at X= 39.0000 i Max. moment is 187.18496 at X= 21.5000 1 Min. moment is -432.96000 at X= 4.0000 t Total applied concentrated load: 0,0000 t Total applied concentrated moment: 0.0000 t. Total applied distributed load: -1485.0480 4 43.0000 W2= • 3,0000 4.3000 W2: -57.1200 38.7000 W2= -32,6400 43.0000 W2= - 57.1200 406.5695 Moment = 0.0000 335.9545 Moment- 0:0000 335.9545 Moment = 0.0000 406.5695Mcoent =:. 0.0000 • - ak c )/ t) Beam Design Maximum Moment Deflection M -max = Span Cantilever BESTWORTH- ROMMEL, INC) 35.58 kip -ft. at support due to uplift from wind 43.38 kip -ft. at support due to uniform snow Use W12X26 braced a1. 12 ft oc Maximum allowable moment for W12X26 braced at 12 ft oc is 50.27 k -ft Allowable Maximum = 2.40" 1:58" Allowable = 1.60" Maximum = 1.34" littttt 11141ltttiiiittttitttttliiti1 tttlttiiltttittlttitttttttl2111 t CAST - UTILITY BY CAST INC. t TIME: 12/4/91 15:01:56 PAGE: 1 t 1 ttttttittitttttllttlit, titilltt tiilltttittitt22iiitttittlIttiltttittit ItiiltllitittlittitttittititttitilIt I SUMNAF.Y OF THE INPUT JhF3RMATIOH I Itilltitlstlltlititltltiittli littitl TYPE OF THE PROBLEM : CONTINUCUS SEAM CALCULATION I Types and the iocaticns of the supports are =.:' ;finned sup ;::rt of I= '.2.00O; Hinged support at X= 46.00') t Total number of different materials From X= 0.0000 to X: 60.0000 ,E= 4176000000.0000 I Total number of different Sections Froa X 0.0010 to X: 60.0000 IX 0.00 ;3 t Total number of distributed loads. 2 At X= 0.0000 WI= 26.0000 At X= 60.0000 W2= 26.0000 At X= 0.0000 W1= 336.0000 At X= 60.0700 W2= 336.0000 lttt1211111112111It21ItI12 t SUMMARY OF THE RESULTS 1 tst *l :ttlIttt2i12it$t$ittt t Max. displacement is 0.08956 at X= 30.0000 t Min. displacement is 0.04549 at X= 60.0000 t Max. shear force is 6516.00000 at X= 12.0000 t Min. shear force is - 6516.00000 at X= 48.0000 t Max. moment is 26064.00000 at X 12.0000 t fin. moment is - 32580.00000 at X= 30.0000 I TOTAL APPLIED. LOADS t Total applied concentrated. laid; 0.0000 t Total applied concentrated moment:: 0.0000 .13441 applied distributed load: 21720.0000 I SUPPORT'REACTIONS .t Reaction at"X 12.0000 : Force: - 10860.0000 Moaent =.., 0,0000 , i Reaction at X 48;0000 :.Force - 10860.0000,Moeent -.. 0.0000` UPJ r- aP q1 \00 Lei? V � 5 tl23tttttltltttti232ttitttitt2ltt222 ltIIIIIIitltttt2t1tt2ttUUUt32 t CAST - UTILITY BY CAST INC. t TIME: 12/4/91 15:00:36 PAGE: 1 t ittttttiill2ittttZtti2tttU 222 2232 #ttitlltti32211 *I2ttU ItttttitttItit z: ttt i222ttiltiit2tt t i :2 t22t2ttlit:: t SUMMARY OF ThE INPUT INFORMATION t ztt tzt232 1tlit iit ttttti3itlSttttitis TYPE OF THE F:.:BLEN : CONTINUOUS BEAK CALCULATION 2 Types and tha locations of the support! are: Hi:,ged support at Y: 12.00o Hingp'd suppor� at x= 49.0000 ''Total • number of different. materials. From X= 41.0000 to X= 60,0000 E: 4176000000.0000 t Total number of different sections : 1 From X= 0.0000 to X= 60.0000 II= 0.0099 I Total n'tmber of distri'euted loads 4 At X= 0,0000 WI= 26.0000 At X= 60,0000 W2= 26,0000 At X= 0.)000 W1: 336.0000 At l= 12.0000 .W2= 336.0000 At X= 12,0000 W1= 186,0000 At X= 48,0000 W2= 186.0000 At X = 48,4000 Wl= 336.0000 At X= 60.0000 W2= 336,0000 ttittttttttlttittttttititt t SUMMARY OF THE RESULTS t • itltt2tttIttttttttt22itttt I MAXIMUM VALUES t Max. displacement is 0.03934, at X= 60.0000 2 Min., displacement is - 0,00172 at X= 14'.6000 t Max. shear force is.4344.00000 at I: 48.0000 1 Min. shear force is - 4344.00000 at X= 12.0000 I Mar :, moment is 26064.00000 at X= 48.0000 t Min. moment is - 8280.00000 at X= 30.0000 2 Reaction at. X= 12.0000: Force= -8160,0000 Moment 0,0000 *.Reaction at X :. 48:0000 :.Force 8160.0000 Nooent= 0.0000., t TOTAL APPLIED t Total applied concentrated load:. 0.0000 t Total applied concentrated moment 0.0000 t Total applied distributed. load: 16320 ;0000 t SUPPORT' REACTIONS �t Bf c 2ttttll3111212 21 22 II22212tfttItitI " ltlliittlitt:IilttItIttt221112 1 TIME: 12/4/91 14 :59:23 PAGE: 1 1 IIt: 1ttftttttlt2t1Itl. tt titlttlttitttttittt2tit tit2ttttilttttlltttitttt t CAST-UTILITY BY CAST INC, t1t1 2 ttttl22121t:itt2tititiiittittti t SUMMARY OF THE INPUT INFORMATION t ttillI titliitlltttttiliittitttilttil T :FE OF THE P;.CELEM : CONTINUOUS BEAN CALCULATION 2 Times and tha locations of the supports are: ?ir,!led .urpert at X= 12,00010 Hinged support at X= 48.MC t Total number cf different materials 1 From X= 0.0000 to X= 60.0000 E= 4176000000.0000 t Total number of different sections 1 From X= .0.0000 to X= 60.0000 IX= 0,0099 t Teta] number of distributed loads 4 At X= 0.0000 WI= 26.0000 At X= 60.0000 W2= At X= 0.0000 Wl= 186,0000 At X= 12,0000 W2= At X= 12,0000 W1= 336.0000 At X= 48.0000 W2= At X= 48,0000 Wi= 186,0000 At X= 60,0000 W2 Itti22itittttttilttitttitt t SUMMARY OF THE RESULTS t tittttttiittlitIttiittlitt t MAXIMUM VALUES t Nor. displacement is 0.13198 at X= 30.0000 i Min. displacement is -0.11147 at X= 60.0000 t Max, shear force is 6516,00000 at X= 12.0000 t Min. shear force' is -6516.00000 at 'X= 48.0000 t Max. moment is 15264,00000, at X= 12.0000 2 Min. moment is -43380.00000 at X= . 30.0000 t TOTAL APPLIED LOADS i Total applied concentrated load:. 0.0000 t Total applied concentrated moment: 0,0000 t Total applied distributed load: 10120.0000 t :SUPPORT REACTIONS t, Reaction at X =;. :: 12,0000 : Force = - 9060.0000 Moment t Reaction at X= 48.0000 : Force -9060.0000 Moment= 26.0000 186.0000 336.0000. 186,0000 51'54k:130 f2tt2213* Iitiit: tt:i tl3tttt; ilffttlil *l1tiil22111111fftt22323 TIME: 12/1/91 15 :03 :09 PAGE: 1 I t tttittittt tt iitittltt tItt; tti tSt72titttitttttitt tittiittttttttttttitt CAST- UTILITY DV CAST INC. It112212t112t:fL 12121ittttitt22itlt t SUMMARY OF :TFE INFUT INFORtMATION t II31t2itllllfittlitil :ttt1t22tttt142 TYPE OF THE P =:.EM : CONTINUOUS BEAM CALCULATION t Types Ind. the iocatlons of the supports are: Rin:ied suppert at 1r 12.0000 Minced supccrt at X= 48.1000 1 Total ncober of different materials Free x= 0.0000 to X= 60,0000 E =.417600 i Total number of different sections 1. From X= 0.0000 to X= 60.0000 IX= 0.0099 I Total number yf distributed loads At X= • 0,0000 W1= 26.0000 Al X= 0.0000 W1= - 649.0000 At X =' 4.3000 WI= - 336.0000 At X= 55.7000 W1F - 649.0000 2111tiititt$lt2211122litif t SUMMARY OF THE RESULTS t titttiititttit111t1ililttl t MAXIMUM VALUES 5 - At X= At X= At X= At X= 1 t Max. displacement is 0.00001 at X= 14.4000 t Min. displacement is -0.04431 at X= 0.0000 2 Max, shear force is 5580.00000 at X= 48.0000 t Min. shear force is - 5580.00000 at X= 12.0000 t Max. moment is 14642.88500 at X= 30.0000 1 Min. moment is - 35577.11500 at X= 12.0000 i TOTAL.APPLIED LOADS .t Total applied concentrated load: 0.0000... t Total applied concentrated moment 0.0000 t Total applied.distributed'load: - 21291.8000 4 60.0000 W2= 26.0000 4.3000 W2= -649.0000 55.7000 W2= - 336,1000 60,0000 W2= - 649.0000 t SUPPORT REACTIOWS *.Reaction at X =. ' 12.0000 : Force= 10645.9000 Moment 48.0000':`Force= 10645.9000 Moment t Reaction at X= 0.0 0.0000 :'. Girder Design Girder Maximum Use W12X40 Moment M max= braced at Deflection Span Cantilever C BESTWORTH- ROMMEL, IN 70.16 kip-ft. at support due to uniform snow load 91.99 kip -ft. at support due to uplift from wind 19.3 ft oc Maximum allowable moment for W12X40 braced at .19 ft oc is 77.14 k -ft increase by 33% for wind => 102.6 k -in Allowable = 1.29" Maximum = 0.43" Allowable = 1.04" Maximum = 0.88" tittttitttittititlltttfl ltitttttt a ... tftttitttttl:tttitsittu tttttt CAST - UTILITY BY CAST INC. TIME: 12/4191 15:08:13 PAGE: 1 1 ttitttitttttttlttt lilt- ittflf ltttlfil tttfl lliltfttttititltffflittitttl t f t f i i l t l t t i i t t l i l f i l i i 3 2 2 t t t t i t T i f 3 UP ( it3 L- et F T k SUhMARY OF THE INPUT INFORMATION t tlffititititttitltlfkttl :tfifS:itift TYPE OF THE PROBLEM.: CONTINUOUS BEAM CALCULATION t Types and the locations of the supports are: Mimed zupport at 1= 7.Sn7 hinged support at X= 27,1637 • t Total number of different materials 1 From X 0.0000 to X= • 35.0000 E: 4176000000.0000 t Total number of different sections : 1 From X= 0,0000 to X= .35.0000 IX= 0.0150 t Note: loading acting directly at support will be ignored. I Total number of concentrated loads : • 4 At X= • 0.0000 load P= 8800.0000 Moment= 0.0000 At X= 11,3670 load P= 10900,0000 Moment= 0.)000 At X= 23.3333 load 'r: 10900.0000 foment: 0.0000 At X= 35.0000 load P= 8800.0000 Moment- 0.0000 t Total number of distributed loads : 1 At X= 0.0000 Wi= 40.0000 At X= 35.0000 'W2: 40.0000 ttfttttttitttikttittttittt t SUMMARY OF THE RESULTS t ttttttttttttt:Ltiittlitttt t MAXIIMUM VALUES t Max. displacement is 0.06584 at X= 35.0000 t Min. displacement is • - 0.02171 at X= 17.5000 t Max. shear force is 11286.49886 at X= 7.8333 i Min. shear force'is - 11286.83714 at X= 27.1667 i Max. moment is 70160.25178 at. X= t Min. moment is 0.00000 at X= t TOTAL APPLIED LOADS t Total applied concentrated load: 39400.0000' t"Total applied concentrated moment: ` 0,0000 : t Total applied. distributed: load: :1400.0000. t'SUPPORT REACTIONS. - t ,Reaction at X 7;8333 : Force : - 20399.8309 Moment= 0,0400' p i Reaction at X= 27.1667 :.Force= - 20440,1691 Moment: 0.0000. liftiil0t2f372TIi2tiittiittitillltll, , 31 1ltlittl4itt2t2t$Ilttatufift 1 CAST - UTILITY BY CAST INC. t 1 TIME: 12/4 /91 15:11:23 PAGE: 1 2 t1tt tttztti tttilt2 ktit ttt1ttittttt2t T* Z STtttttitttltktitXtttttttttittt kit1t13It13iTTttT3S lt12ti2ttk = til112 t SLMNAFY CF TFE INPUT INFOF11ATION t 11314131littkitt11ti11 :titi121ittttt TYFE OF THE F;:CELEM : CONTINUOUS BEAM C'LCULATION t Types and the locations of the supports are: Hinged sup :rt at X= 7.5333 Hinged support at X= 27.1667 t Total number hf different materials 1 From X= 0.0000 to X= 35.0000 E= 4176000000.0000, t Total number of different sections 1 From X= 0.0000 to X= 35,0000 IX= 0.0150 t Note: loedinc acting directly at support will be ionored. 1 Total number :f concentrated loads : 4 At X= load F= 5200.0000 Moment= 0.0000 At It 11.6570 load P= 10900.0000 Moment= 0.0000 At X= 23',3733 load P: 10400.0000 Moment: 0.0000 At X= 35.0000 load P= 5200,0000 Moment= 0,0000 t Total number of distributed loads 1 At X= . 0.0000 I11= 40.0000 At X= ,..35.0004 M2= 40.0000 tttttititttittitttitittltt. 1 SUMMARY OF THE RESULTS 1 ttlttittittittititttttOtt t TOTAL APPLIED, LOADS t MAXIMUM VALUES t Max. displacement is ..0.02240 at X= 35..0000 1 Min. displacement is . -0.00104 at X ='. 23.3333 t Max. shear force is 11286.49886 at X= 7.8333 t Min. shear force is -11286.83714 at X= 21.1667 t. Max. moment is 41960.37178 at X: 7.8333 t Min. moment is -1694.22500 at X= 17.5000 t Total,applied con,centrated:load: 32200.0000 '''t Total; applied concentrated, moment:. 0.0000 f Total, applied distributed load;. 1400.0000-: t SUPPORT REACTION $'Reaction at X= 7,8333: Force= 716799,8309 Moment .0.0000 t Reaction at l= 27.1667 o Force= - 16800.1691 Moment: 0.0000 &tilt Itilitt 1: 112t1iit ill ilill: lttttt tilr: tttitittii1112itittltiiitltlitl 1 CAST - UTILITY BY CAST INC. t 1 TIME: 12/4/91 15:10:+)7 PAGE: 1 .1 ittiti ttttttltittl: ttltitlltt: Itttttttittt ttitittttttttt::litilltttttlt t tt tiltitlillilti t:tttti:tl:tti11t :1 t SUMMARY CF TFE INPUT INFORMATION t t: ttti1111iltitl :ttllttittlittliltll TYPE OF THE PROBLEM : CONTINUOUS BEAM CALCULATION t Types and the locations of the supports are: dinged su,'ccrt at 1= 7.3133 Hinged supcort at X= 27.1567 t Trial number of different materials 1 From X= 0.0000 to•X= 35.0000 E= 4176000000.0000 t Tot.el number of different sections From X= 0.0000 to X= 35.0000 IX= 0.0150 t Note: loading acting directly at support will be ignored. i Total number of concentrated loads 4 At X= 0.0000 load F= 8800,0000 Moment= 0.0000 At X= 11.6670 load P= 6400.0000 Moment= 0.9000 At X= 23.3333 load P: 6400.0000 Moment= • 0.0000 At X= 35..000 load P= 8800.0000 Moment= 0,0000 • t Total number of distributed loads 1 At X= 0.0000 N1= 40.0000 At X= 35.0000 N2= 40.0000 titittttttltttltttttttiitt. t SUMMARY OF THE RESULTS t itttttilttilt:ittitttttltl 1 MAXIMUM VALUES t Max. displacement is 0.08261 at X= 35.0000 1 Min. displacement is - 0.03394 at X= 17.5000 t Max. shear force is 9113.33200' at X= 27.1667 i Min. shear force is - 9113.33200 at X= 7.8333 t Mar,, moment is 70160.25178 at X= 7.8333 1 Min. moment is 0,00000 at X= 0.0000 1 TOTAL APPLIED LOADS 1. Total applied concentrated load: 30400.0000 t Total applied'.concentrated moment: 0,0000 t Total applied distributed load: 1400.0000. 1 SUPPORT REACTIONS t Reaction at X= 7.8333: Force= =15899.9007 Moment-:. 0.0000 i e2,1 r ;� i Reaction'at X= 27,1667 : Force=: - 15900,0993 Moaaent =. 0,0000 L ►) ttt; atlItttttt:: titttilitttttitttttt. ..::Ittttttttt23ttt2ttittlIttrn tt CA9T••U1:LITY BY CAST INC. 2 TIME: 12/4/91 15 :12:41 PAGE: 1 t ittt2ttittitttttltlftttttttfttttttttttttttttlItIttttttttIttttt2ttttttt lttxIttttt »ttttttttttlstisttttttttt I SUMMARY OF TcE INPUT INFORMATION I 11222211211 2t12tttillIttlIIIIItttttl TYPE OF THE F= :BL : CONTINUOUS BEAM CALCULATION I Types and the Iocations of the supports are: Hinted suppert at I= 7.5333 Hinged aupc :rc at 1= 27.1667 t Total number of different materials 1 From X= 0.0000 to X= 35.0000 E: 4176000000.0000 I Total number of different sections 1 From X= .0.0000 to X= 35,0000 IX= 0.0150 t Mole: loadinc actin4 directly at support Hull be ignored. I Total number of concentrated loads 4 At X= 0.01:00 load P= - 11900.0000 Moment= 0,0000 At X= 11.•'x670 load P= - 10600,0000 Moment: 0,0000 At X= 23.3 :33 load F: - 11900.0000 Moment: 0.0000 At X= 35,0000 load P= -10600.0000 Moment= 0,0000 t Total nuober.of distributed loads 1 At X= 0.0000 NI= 40.0000 At X: 35.0000 N2= 40.0000 t MAXIMUM VALUES titttttttttttttitittittttt I SUMMARY OF THE RESULTS I tttttttttittiitittttittttt t Max. displacement is 0.03561 at X= 17.5000 t Min. displacement is - 0.09776 at X= 0.0000 t Max. shear force is 11900.00000 at X= 0.0000 t Min. shear force is - 11150.99701 at X= 11.6670 2 Max. moment is - 0.00000 at X= 35.0000 t Min. moment is - 91989.05822 at X= 7.8333 t TOTAL APPLIED LOADS t Total applied concentrated load: - 45000.0000 t Total applied concentrated moment: 0.0000 tTotal applied distributed load: 1400.0000. i SUPPORT t Reaction at X 1.8333 :, Force: 22584.3178 Moment:: 0,0000.. 7 5') -0( .: 21 Reaction at X= 27.1667: Force; 21015.6822 Moment 0.0000 Column Design C BESTWORTH- ROMMEL, INC x. Due to Uniform Snow Load P= 20.4 kips Due to Wind Load P= 22.6 kips M= 21.6 kip -ft USE TS 10 X 10 X 1/4 A= 9.59 in "2 S= 30.1 in "3 r= 3.96 in fa + fb = 2.36 Fa Fb 18.61 fa + fb . < =1 Fa ' Fb < =worst case Maximum Deflection 0.68" horizontal at top of column fa= 2.13 ksi Fa= 18.61 ksi 8.60 0.52 21.60 OK 1:3FSTWORTH -ROMMF I_, IN Foundation Design Assume Class 4 soils per UBC Chapter 29 Vertical Load = 20.4 kips + footing weight = Allowable Bearing Pressure(gallow) gallaw = 1500 psf (1 + 0.2d) d is footing depth qallow = 3000 psf q actual = 1757.4 psf Lateral Stability d2 = 4.25'P'h1(Sib) P'h = 22.6 kip -ft S = 150 'd Uplift Uplift force, P= 8,2 kips Wt of footing, W= 16.9 kips b= 6.36. d= 4.65. 35.588 kips 3000 psf OK 28.07 k -ft C Beane to Deck Connection BESTWORTH- ROMMEL, INC 1 Moment taken by clip alone M = P *e = (1.5 "- 1/2(1.5'))* 446.88 lbs • 293.27 lb -in S _ bd"2 /6 = 0.015 in''3 Fb = 27 ksi > M/S = 20.02 ksi Moment taken by clip and washer M = P *e ._ (1.5"-1/2(7/8"))* 446.88 lbs 474.81 lb -in S =0.227 "3. Fb = 27 ksi > M/S = 2.09 ksi Check Bolt Size Reaction = 2'P = 893.76 lbs f(tens) = R/A = 893.76 / 0.196in "2 Use 7P50 clip with 1/2" diameter bolt and 1/8"thick X 1.5" 'diameter washer 4.56 .ksi < 20 ksi 0K i HI -41l PAKEI. SECTION PIOPERIIES - PEI 1001 OF IIDIR BESTWORTH ROMMEL Mr E �f�Lli�'t! G'1111!Ft1NI" 1)41 Wol1N ■CU AWNUt PO1ft 041CON 172]1 • . 314.0141 •,,. IBatOIE 1 CASE 1 POOP- 3 PANEL 1101H - INCHES ' !DESIGN l 1 1 (OTT 1 1' ! 1.21' I 12' I 10' : 20' 1 21' : 17.:3' I ; i - -: -- ; ; --1 -. :-......-...,......-.-1- t IA In•1 1 0.1110 1 0.11121 0.7101 1 0.0407 I 0.6022 1 0.571: I 0.•121 I 1 1 ---I 1 1 ----1 1 1 ; ! 00.0190. Or In 1 1.7147 I 0.2020 1 1.1401 I 1.1147 7 1.013 4 1.0111 1 1.1221 1 1-------- -I ---- 1----.:........--...0-,---...10 -- 7 ---- -- 1 1 • 10 I $.1:14 ! 0.1071 I 0.2541 1 0.7101 I 1.2573 I 3.7263 I 0.:014 J 1.---:-....-- - : 1 :- -1. .-._1 1 10010015 11 ln'4 1 1.1000 7 1.1122 1 0.1100 7 0.9013 1 .0.0011 'I 0.5711 1 2.5271 J 7 1 I I I ........;-......I-.-- ! I 0 120 1a. 10105 IN' tT to 1 1.0401 : 0.1113 1 0.2011 0 0.7313: 0.0220 1 0.11371 I 4.2411 ! I t ------.0..-...--...:........---.0 .....--.0...-..-..-.0 -- 1 ---- -- t ICWU'RESS. IS in'3 7 0.4120 1 4.:772 1 .0.1514 1 0.3414 I 0.1703 1 '0.241 1 1.2031 t---- -- ---• -I r - - - --1 :-.-.-.1- ) 0.1410 I 1.1413 1 0.5012 1 0.3777 I 4.7021 1 0.2575 I 4.2123 .0341• 11EN0011 MSS 71 ITENSOON 101f.FHRASA V lOt /It !SHEAR • _ 1 • • ; 7 14114E 1 1 ISENOINC IRIOS IN 1 III So. .0471• 11 11 !EMPRESS. IS 6'1 I- ---- -1 12E4I24 II 111 INIIS II tT In 1 0- ---- -- 01EN5100 IS 101 1 t---- 10IAPINAON IV 111 /0t ISHE13 I 1.1431 I 1.1111 : 1./110 0 1.1117: 1.1513 I 1 :6344 1 1.1331 ! • t 1 ! ! ! 0.1501 I 0.3104 1 0.3021 1 0.2220 1 0.1822 1 - 0.1524 I 1.1313 !' ---- I I .-•- - I 144 1 160 I 311 0 211 1 140 1 17 1 73 1 S --- 1--- :--- - ----1 1 1 I A 11 1.0160 1 1.1021 I 0.1711 I 0.1751 1 4.3115 1 0.7721 I 4.1475 I 1 1 0 0---• r in 1.2011 I 1.1131 1 3.1599 1 1.1052 1 1.0541 I 1.0074 ---- l 0 t 1 ' . 0 1.5715 1 1.5406 I 0.0701 0 0.3151 1 0.3414 I 0.1001 I 1n "4 1.7251 I 1.3110 1 1.3117 1 1.0113 I 0.1031 I 0.7036 • • • mums: steTTOn resrttf1Ls common 'isms: S► elrf nttrna. , • leaTtnP r_q 11 rine a• • CoLO -IOm n te ssrtu .vetu■w ftCIfIs. D 1 t1FCOri1 00 nAtellaC CCAf0IA0 74:.1004 A•sm. Wing, $(CTIOn PIU►t•IIES Art roI It rum. IMI(M1CtD CIIOss- mcrfoN. •. not YLCrtoI ►Pnrc•TII1 APC FOP twC Coo11 /LOTION YttH ItIr►tnco (LL►KN11 • COHCC• POP 11gA11 I.MB. I. •tf IM.(P( Una.+, t1 McNiff, IAP IM( o r a rtl.1. /TP(1P or r.s•r♦ ✓ ntmorc1 OOP OKA, 0TP(6014 P41VP 1W u(Y ompcnu.loo $tPRNOIN IOP wig 16 610PMIAWI CKCU1.6I tO.f. 1 N {mow 641 MACAW' UCH 1NCILAt(6 IT A POCTOI Of 1.33 r0• vim. OP ((111111 LAM/!! • ' _� 1i L • • P� 1 ►• 14 Cy.1■••1•5 • w 111 -1 r '_1 • t( 101st 1.1721 1 1.2732 1 4.7016 1 In 1.0132 I 0.1111 1 0.0111 I 0.7277 I 0.1212 I 0.3351 I 0.5071 1 0 4.1134 0 1.7575 I 0.3111 ! 0.4501 t 0.3716 1 6.3121 I 4.2770 1 , 0 ____._ I- •--- 1- ---- -1 I 1.1034 1 1.1571 I 0.1422 I 0.5310 1 1.4413 1 0.3742 I 1.3211 I ! I 0 I 1 1.2.110 I 1.5147 1 1.5311 ! 1.3351 1 1.7335 0 1.5520 t 0.3311 .1-.1-1-.0- 1-I- 1.1041 1 1.1121 1 0.4751 1 0.1513 7 0.2086 1 0.2411 t 4.2121 7 7 I 1 l 1 1225 I 1451 III : 330 I 331 1 143 1 111 I 1 7 1 1 1, 1 W 2� : October 15, 1992 Department of Community Development Mahan & DeSalvo, Inc. Consulting Engineers 1200 Fifth Avenue, Suite 1910 Seattle, WA 98101 . Regarding: 92-T-14: BP Oil Station #03154 (B92-0373) Please do structural review per U.B.C., 1991 Edition. • Sincerely, 4 13°Cila Shellie L. Bates Permit Technician John W. Rants, Mayor Rick Beeler, Director 4300 Southcenter BoUlevard; Suite #100 Tukwila, Washington 98188 (206) 471-3670 Fax (206) 431-3665 Mahan &DeSalvo CONSULTING ENGINEERS December 17, 1992, Duane. Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 92 -T -14 (BP Oil Station #03154) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the drawings and calculations for your use. Sincerely, CryYstal Kolke CLK:2 Kramer, Chin &.Mayo, Inc. 1917 First Avenue Seattle, Washington. 98101 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 RECEIVED CITY OF TUKWILA DEC 17 1992 PERMIr Celia ec\ - �3� 3 L I Mahan &DeSaive II CONSULTING ENGINEERS October 27, 1992 Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Dear Mr. Griffin, RECEIVED OCT 2 81992 COMMUNITY DEVELOPMENT 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 Regarding: 92 -T -14 (BP Oil Station #03154) 69 a 0 5 _73 FAX (206) 6248151 (206) 6248150 We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. Structural 1. The 1991 Edition of the Uniform Building Code is currently in effect. , Revise the drawings and calculations as required. 2 . Call out the drawings special inspections required per Section 306(a). Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist: Kramer, Chin , &'Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 M E M O DATE 2/8/93 TO PERMIT FILE B92 -0373 FROM RSB SUBJECT REVISION TO APPROVED PLANS. #.OF PAGES 1 'JIM.HARRISON,. AGENT /ENGINEER BROUGHT IN A REVISION:TO APPROVED PLANS WHICH ,CONSISTED OF A REDUCTION IN THE OVERALL LENGTH OF THE CANOPY (60' TO 50'). THE RESULT WAS A REDUCTION IN ROOF BEAM SIZE. CALCULATIONS WERE: SUBMITTED WITH SEAL AND SIGNATURE OF. THE ENGINEER OF R ECORD WHICH. QUALIFIED. THE. REDUCED. : BEAN.SIZE. SHEETS 1 THRU 3 OF THE STRUCTURAL DETAILS WERE REPLACED AND APPROVED'THIS DATE. CHARGE TO APPLICANT MIN. $30...FOR ADDITIONAL PLAN CHECK AND CHARGE. August 20, 1993 Cert No. 9304 -38 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: BP Station 14415 Paci Permit No Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to you. 1. Reinforced Concrete 2. Soil Compaction Testing All work inspected conformed to Tukwila Building and Land. Development approved plans, specifications Director's Rules, SBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 7 -27 -93 and is number 3449. Respectfully, CAS CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E., 126TH PLACE KIRKLAND: (206) 923 -9900 KIRKLAND, WASHINGTON 96034 FAX: (209) 923 -2203 E TESTING LABORATO•- INC. ennis H. Stack President South SEATTLE: (209) 625 -6700 EVERETT: (206) 2599 -0617 CIT OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PRE - APPLICATION FILE NO. pre 9 2 - 0 0 4 DATE CHECKLIST MAILED: STAFF PRESENT CI Building (431 -3670) ® Fire (575 -4404) Di Planning (431 -3680) 0 Public Works (433 -0179) ❑ Parks & Rec (433 -1843) 13 Police (433 -1804) ❑ Permit Center (431 -3670) L3 Other: ( - ) Others Name Present Company/Title Street Address Name Company/Title Street Address Name Company/Title Street Address Name Company/Title Street Address Name Company/Title Street Address 2 -3 -92 APPLICANT / REPRESENTATIVES PRESENT CITY OF TUKWILA PRE- APPLICA;ON PROCESS MEETING ATTENDANCE RECORD PROJECT: Rick Beeler /Chairman B P OIL STATION MEETING DATE: 1 - - TIME: 2: 30 SITE ADDRESS: 14415 Pacific Hy S NAMES / TITLES Duane Griffin /Building Official Mick Olivas /Assistant Fire Marshal Denni Shefrin /Associate Planner Phil Fraser /Senior Development Engineer Tom Kilburg /Crime Prevention Denise Millard /Permit Coordinator Contact Name Jim Harrison Phone 323 - 4144 Person Company/Title Bush,Roed & Hitchings Inc /Engineer /KMRXX Agent Street Address 2009 Minor A v E City /State /Zip Seattle, WA 98102 City /State /Zip BY: DLM City /State /Zip 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Phone Phone City /State /Zip Phone City /State /Zip Phone City /State /Zip Phone CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER n n El n C ;ING X. 19. 20. BUILDING DIVISION , 9r Uae (,);l/ be. c p4cl k1 7uly /?P ?. 1. Comply with the Uniform Building Code. 1988 Edition. (Ac - fcuRr ; s (pcto9 /( cv:f f � � / �'e 642 ,1Y-01 ckp �rGQ/rg1 GJ1l) m il �/ 2. Comply with the Uniform Mechanical Code, 1988 Edition. 3. Comply with the Washington State Energy Code, 1990 Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1990 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered re- taining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified In Sections 302(c) and 308 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: 3 - ,Z ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (277- 7272). ❑ PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296 - 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools/spas and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). 2, FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. , Under the State Water Conservation Performance standards, handslnks to be used by the general public must have metered faucets. If these handsinks are in food service, minimum is 15 seconds, 10 in schools. Checklist prepared by (staff) PRE- APPLiCATCN CHECKLIST • 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 :EADDRE Date; /'.3 ` 01 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION -- PERMIT CENTER 1. The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) n 2. Fire hydrants will be required. (City Ord. #729) 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) n 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) n 5. Maximum grade is 15% for all projects. n 6. Hose stations are required. (City Ord. #1528) 2✓ 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the job site. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installa- tion. (UFC 10.301) Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) LA 9. 7 EETING DA PRE - APPLICATION CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FIRE DEPARTMENT - Construction Information 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1988 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 2 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) F - 714. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 1 7f 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) U 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". 17. Adequate fire flow availability will need to be demonstrated for this project. 18. Zieeva,0414607G74 / 47/1 4 6 / 0 / 6 io , V V/ f (//v /sieu s., �//e i ( 6•79) Checklist prepared by (staff): Date: /--V-',92- CITE' OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER ICATIO ETI :i 5ITE PRE. .................... ..... .i'::: :::.:.. ...... .. �. ...n........ .. •din:.... :•...:::: •::.::.::..: u '....5 El 1. 0 2. d 3. 0 5. ' 0 6. 7. 0 8. 09. 10. U 11. 0 FIRE DEPARTMENT -- Inspections Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe 1. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover Fire alarm a. Acceptance test b. Fire Dept. approved plans Hood and duct inspections a. Installation b. Trip test Spray Booth a. Location b. Fire protection c. Ventilation d. Permit Flammable liquid room a. Location b. Fire protection c. Permit Cheakiist prepared by (staff): � PRE- /APPLICAJN CHECKLIST Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width Fire doors and fire dampers a. Installation b. Drop testing 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 e. Vent piping, swing Joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans Fire final e. Fire protection systems: a. Fire Dept. access (1) Haton systems b. Building egress and occupancy load (2) Standpipes c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 12. Other: a . b. 0. c. 1. d g. Date: / . -21- f 2- PRE - APPLICATION CHECKLIST CITY OF TUKWILA - DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER E- APPLICATION FILE N in 2. n n EETING::D Design Review E SITE AD 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLANNING DIVISION - Land Use Information Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) Obtain the following land use permits /approvals: (� Boundary Line Adjustment ( ) Rezone () Building Site Improvement Plan ( •) Comprehensive Plan Amendment ( ) Conditional Use Permit b L, ( ) Shoreline Management Permit ( ) Shoreline Management Permit Rev. ( ) Short Subdivision' Sign(s) C�tic- ( ) Subdivision C ) Unclassified Use (—) Variance ( ) Other: Yes esign review- n erur•an Environmental (SEPA) ( ) Planned Mixed Use Development n Planned Residential Development 3. Zoning desig nation: Site located in sensitive area? 4. Minimum setback requirements: Front: 20 Side: Id Side: i a Rear: ID 5. Maximum Building Height:3rJ3 & Height exception area? Yee No 6. Minimum parking stalls req ired:- aJ 17 Handicap stalls required: 7. No more than 30% of requi dd par ing stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. Minimum landscaping required: Front: \o Side: S Side: ' Rear No 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. a 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 13. b ,v0E- ec„\ot' &_, 7:Qive mulr -- tkr- -rte fir, (NW 14. l' C)''r"PI Y 01'. 4 YIC 'J o �1M-1-\ ? 1 w r3') roo Via) h LA vJ cam' n F1 15. l�y�`"- ',n) 601t r- (n-° 1 'Ni xl. 092/10 `�a 16. r75-Pie- t' \ tI ' 17 .J ' P • CC U C $ t1 Itvb L 2 • (44:8 1511 '4) - -- 17. "f �►h1 /,‘ ie j' - ' 5\ L1 l nl W NVY Li 18. 5per) otJ 7 3� 4 � 6 6 n 1 9. n 2 0. Checklist prepared by (staff)' 06 Date: 3 i P Ma, CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION- PERMIT CENTER APPLICATION FILE I .E'ADDRE ALot 0 EETING :DA PRE - APPLICATION CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98181 Telephone:, (206) 431.967( PUBLIC WORKS DEPARTMENT Apply for and obta{p the following permits /approvals through the City's Permit Center: 0 Channelization/Striping /Signing Q Sewer Main Extension (private) mEo crt sr.ps. Q Curb Cut/Access/Sidewalk Q Sewer Main Extension (public) _ c ,r_E Excavation (public) (sct tarp Auc�ziNt<Ei Storm Drainage S Q Fire loop /Hydrant (main to vault) Q Water Main Extension (private) .c.) Q Flood Zone Control Q Water Main Extension (public) V' crr-f DS . Hauling (2.000 Bond. Cert. Ins.) ( ) Water Meter (exempt) FEtL Tb Landscape Irrigation � nsLA r r (l Water Meter (permanent) Q Moving an Oversized Loa f �� Q Water Meter (temporary) J Q Sanitary Side Sewer CZ Other: /...,,, / ,�r��t Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). dv EP.. 51) aLI,p!4,,, `^4 A1 s All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli- cation forms to verify that all the necessary materials and information has been suppled. D I STRI -T1 I a5 -Eh 4. Water and sewer assessments may apply and will be determined during the utility plan review process. (R•6." FE-n- Tca w 0 Ia•S * 51,t2,\ C cI 5. Provide sidewalks per O dinance #1158, #1217 and #123 , or obtain waiver. p 1y W h er S I 1- ..S - 1 - . 6. Provide Hydrological -Ge technical analysis. A s 1 e Ol.i tLC, r, >-\'J NT D - Trig tc 'P \T s , Pb L N D p,(..T c 1\4) . 7. Provide erosion control plan as part of grading /fill permit application. 'p, l) 1Z 2 EQuti\t - M craC'S El 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). z Ei 20. U Checklist prepared by (staff): r 4c. 5--� re _ - e w \(nor.,, � -t 'tk L I1•1El'N. 43.2 -01 Ft) k. FIr■M.L swOC - 000l 9. Provide traffic analysis/trip generation study for :J E i » D LA i\ s to 1LT 11 c £i yS (. A 6i� s t't tm\ . �F �l CV L 0 l vUlvfJ 10. Provide developers agreement for. • _ - r -a A_ Rn p o Yvrt Otv►> OhAt'or1 .. RIND ik.o\/LMlt 's7) S, PPrc. F1 -d.J•1 1 1 . Provide the following easements and maintenance agreements: -7(i i ' 1 Dt 14k1 LA , (l F RE (4 Li i r r) 4 't .s E YEN I. {- T'u N S t pCw hTi TZ / w u tv p JL c 1 - 1 .1 1 k /1 I o Ev.ir3 -LIE. Tv LA I es Provide water /sewer availability letters or certificates from disti cts serving your development. 01- ct.FM.1b L. 0 4 rk 1 aS' A- AA. VUE7 St cJ1S'VS Obtain Metro Waste Discharge permit or approval (684- 2300). Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). Review the following City Studies when designing your project and preparing your plan submittal: P-EFL■-- TD CA.Sc t D11141 - T�/�, $ IYv STUO■) ILII'4 WUNT7 Pri AIN AL,aT_ 'P1:.Sttlty Mto ( 1 (C o 1 Pu U c, L- 2 p(t.4.4 ' s ,ST7\r 1A'.0 ) Li\-1\1\ -V Met.-114: V V: t1. r4NN1.-4sts t 1711.ftCtr.. SL41D 16. --rte_ .. I- 6.1 • . ►I. ► a lC.4 17. t: t k .'" or.a 18. "P (r► Pc-- 19. `t 11 TuE F ( \_ ( \ . , a. rr A >~s 1L t('\ Pa11 to r kA,s ckt- t� �I �� '>:' et �,- D \( NM% < S s cur ,11EN Date: ( / 3O/q ��.. understand that the Plan Check E..pprovcs.13 cre subject to errors and omissions and approval of plans does not authorize the violation of any adopted cods or ordinance. Receipt of couVactoee erlinowledged, potiyaviEw FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY STRUCTURAL PER UNIFORM BUILDING CODE [Ti ;':ON-SINC•URAL PER UNIFORM BUILDING CODE 0 ',VAVTGTON STATE REGULATION FOR DARRIER-FREE FACILITIES [73 WAMAGTON STATE ENERGY CODE SICECT TO INVERPRETAT1ONS OF THE GOVERNING AUTHORITY, ERRORS, ti;‘,`,1:3SIONS AND INCONSISTENCIES. DATE IN DATE OUT ri. ItNAN & DESALVO, INC. SPREADERS SHORT MONCOLUMNS FULL MONOCOLUMNS FIRE SUPPRESSION SYSTEM 15-R DWPT 15-SF-R 15-.WA 1/2„ s tit 15-R-DWT 15-SC 15-S2VR-W • 15 -Mill000 16 16-SD RETROFIT pis. nser Warta DISPENSERS-GILBARCO DISPENSERS-WAYNE DOUBLE WALL TANKS & PIPE SOUTH FLORIDA TANK & LINE SINGLE WALL TANKS DOUBLE WALL TANKS SECONDARY CONTAINMENT LINES RELEASE Dq•ECTION STAGE II VAPOR RECOVERY-G STAGE. II VAPOR RECOVERY-W tJ5eo OR, TANI K YARD & DRIVE SEWER DETAIL BUILDING GRAPHICS 24" CANOPY LETTERS 31" CANOPY LETTERS DISPENSER GRAPHICS SIGNS RETAINING WALL - SURCHARGE RETAINING WALL - NO SURCHARGE RETAINING WALL 30-L-Z-516 30-L-Z-6 78 30-S-Z-8,9 10 30-L-WC-Z-8 9 10 LANDSCAPING v LANDSCAPING • NDSCAPING • • LANDSCAPING WEST COA SITE PLAN PLOT PLAN 5 iNAPRoUE.M6.1.1T ?LAM - 50 144th SUPPORT BUILDING BAY FACILITY BAY FACILITY SUPPORT . CAR WASH CANOPY CANOPY ELECTRICAL EXISTING ILLUM. FASCIA ONLY DWG. NO.: SCALE: RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE . CLEVELAND, OHIO 44114 BP STATION No. 03154 14415 PACIFIC HWY. O. TUKWILA, WA. F71 WI FY, IT • OCT 1 6 1992i flr1AL INC • r;,:fs: • . CITY :(k/V: A OCT 1 5 1992 • Qtr • ..;..-ace0,5;01-0119Vr4latS. • , ,P,t,"...,•:..z, 111/1111111111 I I III If I 1 illi '1 I I 1 1 1' I 1 III 44 tiL.,111111111111111111111111111111111111111111 1 1111111111 .■11-111417+ I 3 4 5 6 ( p , 10 11 KADEN °EaMM4Y 12 • 1 N(T): if the microfilmed document is loss clear than this . t I . ; 0 ,, i notice, it is due to the quality of the original document. t G 4 7Z ? CZ zz tz OE 6L 8L LI 9L GL 4 7L CL Z1. ti. Cl 6 8 L. , 9 t' E Z Le i 111111ffillifillill111111111111111111111 nil 111111111111thit 'dial 1 .RI I II : it1/111141,111[1141itidnulli 111 , 11 K6 11111111 . 1 121idn i lAWIIIIPIPIlltill11111111111111111111111! .. 1011,1 1 .11111 1 .1111 0,1111111 IIIII1j111111111111111111111 1001111 .,',,,,,,";....- ,`' '- - ::.:;-",;-,' ,,,,...._ (3' ''''-'-?.---'.:( ';''' .--•7(,: ' -..-,,,t , -.., Ff. , .- . . 0 ItitlIS OICH 1 06 6Z Sc: 4Z 9Z e • - ATI& 4013) 1 STAN DARD 5P ECE.FICAT ION S I " : , -r) OCT 151992 • MG. NG 8 p. `� --: - R , .1.°x+.,1,1. _ ... 1 DATE '7 • z 7 - ; clitlaCC9c(D er P!E.VISICri! DATE DWN CKD e. ,�..,... - - r0110100a - -- 11111 - _'• _• 7 R . a r weo. wsa, 6 sos2s9 1.01 C,ENEFAt : A Provide shoring. barriers and railings as required by law or regulations for the protection of employees, the public and adjacent property. B. Close open ends of abandoned underground utilities which are indicated to remain to place. Provide sufficiently strong closures to vithitind any hydrostatic or earth pressure which may result after ends of abandoned utilities have been closed. C. Properly barricade, protect and maintain any open trench or excavation to prevent accidental or unauthorized entrance. Referenced Publications ASTI4 0698 Moisture- Density relations of soils using 5.5-lb rasmmer and 12 -in drop. AS1M 01556 Density of soil in place by the sand -cone method. ASTM 02049 Relative density of cohesioniess soils. ASTM 02167 Density of soil to place by the rubber - balloon method. 1.02 UM CLEARING: A. Site shall be cleared of any ttrproveaeets or obstructions within the entire area to be developed or as shown on the drawings. For example, foundations shall be removed to a minimum of three feet below grids. The site shall also be grubbed free of ail sod. roots, or.any other similar materials. Trees up to 24° diameter shall be grubbed to a minimum of two feet below grade; trees exceeding 24° diameter shall be grubbed to a minimum of three feet below grade. All trash and debris shall he removed from the site prior to placing any fill, concrete or paving. B. The Contractur is responsible for locating ali underground plumbing or electrical lines. Cooperate with utility companies to maintain utility lines in continuous operation. No disruption of utility services shall be allowed without Owner and Utility Company approval. C. Any existing utittty services or underground lines exposed by excavation or grading shall be protected and the proper utility company notified. 593G/1 06107/89 593C/7 06107/09 •1.IC O. Demolish and completely remove from the site any existing underground utilities which are indicated to be removed. Coordinate with utility companies for shut -off of services if lines are active. B. Excavations for Piers: EMIL010115 1. Drill holes straight and true at the locations and to depths shown. Actual location of the piers shall not deviate from the location shown by more than the tolerances hereinafter specified. 2. When concrete is placed directly against the excavation. do not allow the hole to dry out. If necessary. re- dampen the walls of the excavation without allowing water to collect at the bottom. Place all concrete the tame day as hors are excavated. 3.03 AI.iSHMENT TOLERANCES: A. Location: The maximum allowable variation of the miter of the top of any pier for the required locations, shall be four perarnt of the shaft diameter or 2 inches. whichever is less. The shaft shall not be out of plumb by more than 5 percent of shaft diameter, or 4 inches in its full height, whichever Is less. 9. Size: Provide piers having a minimum shaft diameter equal to that shown. C. Corrective Measures: If the above tolerances are exceeded. the Contractor shall design and furnish additional or corrective construction to compensate for the discrepancy at no extra cost to the Owner. The corrective construction shall be submitted to the Owner for review prior to its execution. 3.04 PING CONtiETE: Comply with Concrete Specification. E. Exposed surfaces of curbs and retaining sails shall have a smooth finish. Remove fins and projections. patch defective areas with cement grout. and rub with carborundum brick and cement mortar to a smooth uniform texture. F. Concrete paving outside property lines shall be the thickness shown on drawings, except where stricter requirements are indicated by local building codes. Local building codes shall take precedence. 1.08 E PAIR OF DEFECTIVE CONCRETE SUREQ6;E,S: Do not patch defective concrete until examined and approved by the Owner. Metre so approved, make repairs in accordance with detailed initructio:.s given by the Owner. 1.09 COfCR,1.IE J UliIS: A. Contractor shall provide construction, expansion. and control joints as indicated or required. 8. Construction jolts shalt be used whenever placing operations are interrupted. These joints shall be keyed and located so the strength and appearance of the structure is not impaired. C. Expansion joints shall be installed as indicated on the drawings. Flexible joint filler shall be smtntmum 112 inch thick preformed sponge rubber (AOTM D1752) or approved equal. Joint filler shall extend full depth of the slab. 0. Control joints shall be installed as indicated on the drawings. These joints shall be achieved by making constructloa joints or by sawcutting the concrete. The einimun depth of sawcut joints shall be one- fourth of the stab depth plus 1/4 inch. Cutting shall be timed properly with the set of the concrete. It shall be started as soon ate the concrete has hardened sufficiently to prevent aggregates from being dislodged by the saw, and shall be completed before shrinking stresses become sufficient to produce cracking. E. Where trenches cross existing concrete slabs. the Contractor shall sawcut the concrete to a sufficient depth so a straight. square edge is formed on both sides of the trench. New and existing concrete• shall be doweled together with 04 reinforcing bars at forty -eight Inches on center (stagger each side at tr?rtty -four inches). All concrete work Shall receive two applications of a mixture of 50% boiled linseed oil and 50% mineral spirits. Each coat shall be applied at a rate of 400 square feet per gallon with a roller. A spray application is acceptable if overspray can be prevented. The first coat must be dry to the touch before the second coat is applied. C. 593G/2 06/07/89 1.01 MATERIALS: 593G/8 06/07/89 PART 1 , • N RA . 2.03 8. Work of Related Sections: 1. Earthwork 2. Concrete PAkT 2. - PRO(3.'CTS 2.02 M,j afamarautu CIE 1ucL iASONRY 1.03 EXSAVAilOK: A. In performing the excavation, the Contractor shall retain sufficient clean earth for all backfilltng or grading. 8. Excavations for foundations shall be carried to depth shown on drawings or deeper, If necessary, to attain proper soil bearing value. Deeper foundations shall be approved in writing by the Owner and shall conform to all governing codes. Protect excavations from the accumulation of surface water. Provide for dewatering of excavations. Allow excavations to dry to optimum moisture content before concrete work or Oeckf$ll is commenced. Refer to Section r.05. 0. Excavations for piping shall conform to iimtts, depths and materials shown on the drawings and to governing codes and regulations. E. Sheeting, shoring, or bracing at any open trench shall be provided by the Contractor. He shall submit such design to the Owner sealed by a Registered Engineer. F. In cut areas located under pavement and foundations, Contractor shall scarify existing soil to a minimumm depth of 4 inches and then recompact as backfill per Section 1.05. G. Contractor shall remove existing topsoil from area to receive paving and foundation work unless these areas are indicated to receive more than 3 feet of fill. In no case shall the Contractor use untreated or stabilized topsoil as compacted subgrade material under paving or foundation structures unless specifically approved by the Owner. topsoil shall be stockpiled for re-use in landscape areas. Appropriate soil conservation measures shall be taken. H. If to the opinion of the Owner, unsatisfactory soil materials exist on the site. the Contractor shall remove such materials after written approval from the Owner. the Contractor shall replace these unsatisfactory soils with an approved structural fill. 1.04 SOI__ T- EST BORYNf;s: A. If conditions warrant, the Owner will have soil test borings and soft report prepared. Copy of borings and pertinent information from the report would be included and made a part of these Specifications. Contractor shall carefully review this Information. No additional compensation will be co•uidered for excavation of any type material that is indicated al being present in the soil boring. A. Cement: I. An approved standard brand Portland Cement conforming to ASTN C150. Type I normal strength or Type 111 high early strength. 2. Air - entraining cement shall be an approved standard brand Type IA Portland Cement which confreres to ASTN C150. 8. Admixtures: 1. Air - entraining admixtures shall conform to ASTM C260. 2. Any other admixtures must be approved in writing by the Owner prior to use. Chemical admixtures shall conform to ASTO C494. C. Aggregates: 1. Concrete aggregate shall conform to ASTM C33. 2. Fin* aggregate shall consist of natural send having clean, hard. strong, durable, uncoated grains. It shall be tree from injurious amounts of dust, lumps, soft or flaky particles, shale, alkali, organic matter. or other deleterious substances. At least 95 percent of the fine aggregate shall pass through a No. 4 sieve and not more than 5 percent shall pass through a No. 100 sieve. In addition. not more than 45 percent shall be retained between any two consecutive sieves. 3. Coarse aggregate shall consist of crushed stone or washed gravel having clean. hard. strong. durable, uncoated particles free from injurious amounts of soft or flaky pieces, alkali. organic matter. or other deleterious substances. Coarse aggregate shall be a maximum of 1.-1/2 inches, with at least 95 percent passing a 1 - 1/2 inch sieve. Not more than 5 percent shall pass a Mo. 4 sieve. O. Hater: Hater used in mixing concrete shall be clean and free from injurious aouunts of oils, acids. alkali. silts, organic materials, or other substances that may be deleterious to concrete or steel. L. Metal Reinforcement: 1. Reinforcing bags shall be deformed bars conforming to ASTM A615, Grade 60. 2. Bars shall be held in place by 18 gauge or heavier annealed iron wire. 1.01 i)ESCRIPTIRISELIC$X,; A. This section includes material specifications and installation requirements for non - load - bearing masonry walls in lands:ape areas. These walls are not intended to be retaining walls. A maximum grade difference of six inches across a wall is permissible. 2.01 WILL A. Clay and shale coarsen brick shall conform to ASTM C62 except that brick absorption shall be between five and twenty -five grams of water absorbed in one minute by a dried brick set flat side down in 1/8 inch oe water. Bricks shall be Grade Met (meldium weather). B. The Contractor shall submit a sample of five units for approval by Owner. A. Mortar shall conform to ASTH 0270, Type M. 8. Mortar shall be composed of one part portland cement type i (ASTN C150), one part lime (ASTM (6). and six parts sand (ASTH C144). Mortar shall also contain a waterproofing admixture. The admixture shell be one of the following. 1. Hydratite Plus by M. R. Grace and Company 2. OmIcron Mortarproofing by Waster Builders Company 3. Mydrocide Power by Sonneborn Building Products, Inc. C. Mortar color shall be natural unless specified otherwise by the Owner. Well reinforcemeat shalt be truss design, 8 gage welded steel wire with 0.8 ounce hot -dip zinc coating (after fabrication). Width of reinforcement shall be 1 -1/2 inches to 2 inches less than the wail thickness. The reinforcement shall be Our -0-Wal or approved equal. 1.05 BACKf]l11NLG: A. Areas under paving and buildings shall be rolled with a sheep= -foot roller for soils containing clay or silt (i.e.: cohesive soils). and with either a 3 -wheel 10-ton vibratory roller or 7 -ton tractor for sand and gravel soils (i.e.: cohesionless soils). Fill with cohesive soils shat) be compacted to a density equal to 951 of standard proctor density as determined by AS1M 0698. fill with cohestonless soils shall be compacted to a density equal to 651. of relative density as determined by ASTM 0204y. Field density for cohesive soils shall be determined by the sand cone method (ASTN 01556). Conversely, the field density for coheslonless soils shall be determined by the rubber ballots method (ASTN 02167). The Owner may employ an independent testing laboratory to make any test or inspection to show compliance with these specifications. If such special testing reveals a failure of the Work to comply with the requirements of the Contract Documents, then the Contractor shell bear all costs thereof. Otherwise the Owner shalt bear such costs. 8. Before compaction, moisten or aerate each layer of lackfill as necessary to provide optimum moisture content. C. No cinders. ashes, organic matter, or rubbish will be permitted. Fill shall be placed in layers not more than 8 inches in loose depth. O. Backfilt for underground storage tanks is specified on the tank installation drawing. E. Contractor shall not backfill trenches until all testing required by applicable codes is conducted and approved. F. Product piping and vent lines hall be laid and continuously supported on a 6° compacted bedding of clean sand. No piping shall be supported by blocks or planks. Trenches shall be backfilled completely to the underside of paving with clean sand. Backfilt shall be compacted by manual or power tamping to obtain the required compaction. Refer to piping detail on the tank installation drawing. 593613 06/07/89 1.02 N #IX.IZI,S.14t: A. The minimum 28 -day compressive strength of concrete shall be 4.000 psi. No less than 6 !sage (564 pounds) of cement shall be used in each cubic yard of concrete. The maximum water cement ratio shall not exceed 0.44 (5 gallons /bag of cement). 8. The concrete shall have a maximum 4° slump when tested with a standard slump cone tASTN C143). If the above concrete develops a consistency of difficult workability, then a superpiasticizer admixture may be used when approved by the Owner. Do not add water to increase slump. C. All concrete to be finished including foundations, walks, pavement. curbs, and retaining walla shall be air - entrained. Entrained air in concrete shall be a minimum of 5% and a maximum of 7% by volume. The air content shall be measured at point of discharge into forms. D. Contractor shall submit a mix design for approval by Owner at least two weeks before concrete work begins. Design shall detail all constituents and gradation. The concrete shall conform to "Standard Specification for Ready -Mixed Concrete° (ASTM C94). E. Contractor shall assure the Owner that the concrete meets specifications by furnishing batch tickets when the concrete Is delivered to the site. 1.03 mum .1NRedibCIAGS 1C6.EIE: A. Mixing and placing concrete shall conform to "Building Code Requirements for Reinforced Concrete° (ACI 318). P. Conveying: Concrete shall be conveyed from the mixer to the place of final deposit by methods which will prevent the separation or loss of materials. 593G/9 06/07/87 PART 3.01 3.02 8. In the event that solid rock over one cubic yard in volume or other materials not indicated on the soil report are encountered, extra cost for this excavation will be allowed after written approval by the Owner. Extra cost will be in accordance with unit prices quoted in bid with quantities to be approved by the Owner, Where installing pipe or conduit. excavate or remove rock to 6 inches below required elevation. 8a with crushed stone or gravel. 3. Welded wire fabric shall conform to AST14 A It shall be 6 s 6 - W2.9 x W2.9 unless specified otherwise on the drawings. F. Non - Metallic Non - Shrink Grout: Pre - mixed. non - metallic. non - staining product containing selected silica sands, ASTM C150 Type I pOrtiand cement. and shrinkago compensating agents. Acceptable grouts are Lebeco by Master Builders and Five Star Grout by U.S. Grout Corp. C. Depositing: I. Concrete shall be deposited as nearly as practicable in its final position to avoid segregation due to rehandling or flowing. Use chutes, bottom dump buckets, or other method approved by the Owner. Concrete shall not be spread horizontally using vibrating equipment. 3 - CUTION: LAYING BRICISI A. Brickwork shall be supported by a concrete wall footing as indicated on the drawings. Osten bearing pressure is 2000 psi. Contractor shall advise the Owner if the actual bearing pressure Is less than 2000 psf. B. All brickwork shall be plumb, square, and true to dimensions. Two wythes brick walls shall be laid in a running bond with a top rowlock course. C. Brick shall be laid with shove joint in full mortar beds. 3/8 inch joints shall be finished with a concave pointing tool. This tool shall be applied in a manner welch comacts setting mortar and forms a close continuous contact with the brick. O. Horizontal reinforcement shall be installed so the side rods are fully eigaged in the mortar. Contractor shall install reinforcement every third course. • E. All brick which requires cutting or fitting shall be cut accurately to size with a motorized carborundua or diamond saw. F. All brick shall be thoroughly wet before laying, but brick laid in freezing weather must be protected from the formation of ice. i1.1ABIMIG UP: A. Major spatter and droppings shall be removed from exposed surfaces as the work proceeds. 8. Upon completion, all exposed masonry shall be thoroughly cleaned with stiff brushes and water. In extreme cases, a dilute solution of muriatic'acid may be used for cleaning brickwork, but it shall be preceded and followed by a copious bath of fresh clean water. aeetaatteetteeteeteee 593G/10 06/07/89 G. Electrical conduits shall be laid on a 4° compacted bedding of clean sand. The sand backfill shall envelop all conduits and continue to a depth of 4" above the top of conduits. Voids between conduits are not permitted. Clean earth may be substituted for sand when the trench contains only one conduit. H. Compressed air and potable water piping shall be laid on a 4' compacted bedding of clean sand. The sand backfill shall continue to a depth of 4" above the top of the pipe. I. Sewer piping shall be laid and continuously supported on a 6° compacted bedding of gravel or crushed stone of which 100% will pass through a 1/2 inch sieve. Th4 bedding shall be shaped for clearance cf all joints and fittings, tamped in place, and graded evenly to insure uniform bearing for the full length of the pipe. No piping shall be supported by blocks. planks, or mounds of bedding material. Backfill only after piping and appurtenances have been inspected, tested and approved. Backfill around the pipe to a depth of 12° above the top of the pipe. Use gravel or crushed stone of which 100% will pass through a 1/2 inch sieve .r. layers not exceeding 6° thickness, taking care not to disturb the pipe or injure any pipe coating. Place backfill from 12" above pipe in layers not exceeding A" in depth. Backfill material shall be free of stones larger than 3 inches in diameter, non - corrosive and non - organic in nature. Material shall be granular and exclude all cinders. building materials, waste and rubbish. Do not Ose frozen or seals- frozen backfill material. J. The Contractor shall remove all debris from landscape areas to a depth of two feet and !hen backfill with clean soil. These areas shall be backfilled to within 6 inches of grade. Where curbs exist. backfill to 6 inches below top of curb. Landscaping work shall be performed by others. It includes backfilling landscape areas to grade with 6 inches of topsoil. 1.06 AQIILG: A. Uniformly compact backfill and grade areas to indicate slope with a tolerance of 1/2 inch above or below required elevation. 1.07 PIt9IfS.LIQtl: A. 593G/4 06/07/89 Protect newly graded areas from traffic and erosion. Repair, regrade and recompact grades in settled. eroded and rutted areas to specified tolerance. 2. The concreting shall be carried on at such a rate that the concrete is at all times plastic and flows readily into the spaces between the bars. No concrete that has partially hardened or been contaminated by foreign materials shall be deposited In the structure. nor shall retempered concrete be used. 3. Once concrete work has begun, It shall be carried on as a continuous operation until the placing of the panel or section is completed. 4. All concrete shall be thoroughly consolidated by suitable means during placement, and shall be thoroughly worked around the reinforcement and embedded fixtures and into the corners of the forms. 0. Cold Weather Requirements: Follow requirements of ACI 304 and the following: 1. Adequate equipment shall be provided for heating the concrete materials and protecting the concrete during freezing or near - freezing weather. All concrete materials and all reinforcement, forms, fillers. and ground which contact the concrete shall be free from frost. No frozen materials or materials containing ice snail be used. 2. Concrete delivered in cold weather shall have'the applicable minimum temperature as follows: Air Temperature Minimum Concrete Temperature ___Q g• failr. oeo fahr, 30 -45 0 -30 Below 0 60 65 70 3. Concrete shall be maintained above 5O'F and in a moisture condition for at least the first seven (7) days after placing. 4. The maximum temperature of concrete produced with heated aggregates. heated water, or both, shall at no time during its production or transportation exceed 90° F. E. Hot Heather Requirements: PART 1 - GENERAL 1.01 0L INlTI�I : follow requirements of ACI 305. 2. During hot weather, steps shall be taken to reduce concrete temperature and water evaporation by proper attention to ingredients. production methods, handling, placing, protection. and curing. the preferred protection Is a covering of kraft paper (ASTM C171) for a period of twenty -four hours after placing. ASP'tiALLPAVINiG A. Asphalt Surface Course: fhe top course of an asphalt pavement. sometimes called an asphalt wearing course. 8. Asphalt Intermediate Course: The course located between a bass course and as asphalt surface course. The intermediate course is sometimes called a binder course. C. Base Course: The layer of material immediately beneath the intermediate course for a Type 'A° paw cant or beneath the surface course for a Type '8° pavement. 1.02 Qom" CN TMICX}IESS,EOR PAVEMENTS A. Type 'A °: Surface Course 1 -.1/2° Intermediate Course • 2° Base Course • b° Total 9 -112' 8. Type °8 °: Surface Course . 2' intermediate Course . None Base Course •• Total a' C. Selection of Type °A'' or Type '8° pavement design is specified on the plot plan. Dimensions represent sinimum compacted thicknesses. 0. if state requirements vary from this specification, then state codes shall take precedence for approaches in the right -of -way. PART 2 - PRODUCTS 2.01 aasE COURSE: A. The aggregate shall be clean, tough, durable crushed limestone or crushed air- cooled blest furnace slag from a minims size not less than one (1) inch to the maximum size not more than two (2) inches. with a sieve ana'yslc tolerance of ten (10) per cent on both malimue and minimumm sizes. Aggregate shill weigh not less than 90 pounds per cubic foot for limestone and 70 pounos per cubic foot for crushed stag when shaken to refusal. 8. The screenings shall consist of the same mraterials as specified above for coarse material, free from dirt or other foreign substances. This material shall not exceed a maximum size of one -half (1 /2) inch and all smaller sties down to and including dust. teteeeeee PART 1.01 1.02 QUALT.l7 aca..!Ra' A. Examination of Site: Examine the site. the drawings, record; of existing utilities and construction, the subsurface exploration reports prepared by the soil testing laboratory and the soil samples to determine all conditions under which the caissons will be Installed. 1.03 JOB CGNOITIOHS: A. Concealed Subsurface Conditions: Variations with conditions shown on the soil report shall be adjusted as described in the General Conditions and Section 1.04 of the Earthwork Specifications. 593G/5 06/07/89 OMII LED PIERS 1 - ,ENERAL IILICRIetION OF Meg: A. Work Included: Fabrication and placement of temporary steel casing for drilled piers. Temporary steel casings shall be used if rtroired by soil conditions at the site. No extra charge shall be paid by the Owner for use of casings. 8. Work of Other Sections: 1, Earthwork 2. Concrete 8. Bottom Elevations of Piers: Construct piers to the bottom elevation established by the Owner on the site. • C. Codes and Standards: Comply with the requirements of the °Building Code Requirements for Reinforced Concrete° (ACI 318). D. Methods: Use equipment of adequate capacity and provide methods approved by the Owner for pier construction procedures. Employ only labor and supervisory personnel experienced to this type of work. E. Protection: The Contractor shall provide a protective cage or casing for inspection and testing of all piers and to protect workmen during hand excavation or other operations requiring entry into shaft. Holes shall be covered and protected, with casing in place, while tests are being made. F. Document Precedence: In case of conflict between contract documents including Architectural °ravings, Structural Drawings and Specifications, the Contractor shall notify the Owner prior to submitting proposal. In case of conflict between the Structural Drawings and Specifications. Structural Drawings shall govern. 1.04 E4IMMORK: A. Forms for all contact facts shall be dressed lumber or manufactured forms. They shall conform to the shape. lines and dimensions of the member as specified on the drawings. 0. Forms shall be substantial and sufficiently tight to prevent leaks. They shall be properly braced or tied together to maintain position and shape. C. Prior to pouring the concrete. all debris shall be removed from the formwork and the foray shall be wet down. No concrete shall be poured if the subgrade has water standing or is muddy. D. Forms shall be removed in such a manner as to ensure the complete safety of the structure. Mhere the structure as t whole is adequately supported, the forms may be removed after 24 hours provided the concrete is sufficiently strong -to carry its own weight and all other construction loads which may occur. • 1.05 REINFORCE1tENT• A. Metal reinforcement shall be free from loose flaky rust, mud, oil, or other coatings which will adversely affect bonding capacity. 8. Reinforcement shall be accurately placed and adequately supported by concrete masonry units or other approved spacers. Reinforcement shall be secured against displacement within tolerances as specified in °Building Code Requirements for Reinforced Concrete° (ACI 318). C. Welded wire fabric shall be installed in lengths as long as practical. The minimum overlap length measured between outermost cross wires of each fabric sheet shall hot be less than one spacing of cross wires plus two inches. O. Splices in deformed reinforcing bars are not permitted unless approved by the Owner. E. When approved in writing by the Owner, synthetic polypropylene fibers may be substituted for welded wire fabric as reinforcement in all slabs on grade except approaches and the slab over the underground storage tanks. Acceptable manufacturers are Fibersesh or approved equal. Fibers shall be mixed per the manufacturer's recommendations (approximately one pound to one and one -half pounds of fibers per cubic yard of concrete). I .06 ESMMU IORS : A. Exposed surfaces shall have a smooth finish. Exposed edges shall have a 1° chamfer. 593G111 06/07/89 2.02 ASPHALT INTtRMEDIATE 1$S.E: The appropriate hot -mix designation for each state Is specified in the chart at the end of this specification. 2.03 B.SPNAi-T SURFACE COURSE: The appropriate hot -mix designation for each state is specified in the chart at the end of this specification. 1 2.04 = U; The tack coat shall consist of one part water to one part SS-1 asphalt e►lsios. It shall he applied at a rate of 0.05 to 0.15 gallons per square yard. 2.05 TP.AF!Let MARDCII(G PAM: Glidden °traffic Zone Paint', Sherwin-Williams "Pro -Mss° Series 836. or approved equal. Color shall be selected by Owner. EIRI 3 - XECUIION 3.01 EQU : Equipment used shall be of the type. size, weight ano shape bast suited to obtain uniformity. density and shaping as required by the plans and specifications. 3.02 d,EbJnd LIHITAT1QIft: No paving shall, be Installed when the temperature is below 50° F or when the surfaces contain frost or an excess of +moisture. 3.03 PREeARATJJ L A. The subgrae shall be properly prepared and rolled over the full width with a roller of suitable weight (preferably a three -wheel roller weighing 10 tons) before placin, the base course. Check for unstable tress and areas requiring additional material and compaction. Repiace unacceptable areas with new material as specified in Earthwork Specification. 8. When abutting existing paving. a joint shall be cut to a sufficient depth so a straight, square edge Is formed. r ,'t ;• ..G. {warm . ''1 i �x �a►� �1 G' i w�� - t0> ci.1�1>a7l�l�.00IGf177P6 7Y",��Q°iQ' 0 18 THS INCH 1 2 I I Vin, ;. ,... i .. . ,.., - . I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I l�I I.a. 1111144 •; 3 4 5 6 1 £3 t NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0€ 6e, 8e LE 9E GE OZ ' £Z ZZ IZ 0? 61 81. LA 91 Si 7t (sill!iolhliiWiiliAilim1 irllln1i16 !HI 411.11 1n ig lju ll1iu tl0p6 l.�?1 444 I III I I I III III Ir1 II 01.E �. I11I 4 i I, III111IIlil' l 9 10 11' MADE IN 8E814.180 12 • : • £t zt 01, 4 C Z t ,,,L...I.,..i....l... I � ..a....I....I. -. L. L I I I 9 S L II ►I��I��I����1 ► ►1 ►..1.. I.���11��11 ► ► ►1�I�11� ►f11�Iili { tn s •;ei`a 1.04 SUBMITTALS: A. Sequence of Installation: Submit a proposed method and sequence of Installing reinforced concrete for review before delivering any material to the jobsite. Prepare the sequence to avoid delay of, and damage to, the work of other trades. 8. Shop Drawings: Include procedures for concrete placement, diagrams. schedules, and complete details of reinforcement. Do not begin operations before drawing review by the Owner. EAST -L- PRM S 2.01 MATERIALS: A. Temporary Steel Casings: Casings shall be of sufficient strength to withstand handling stresses due to concrete, water. earth. and surcharge pressures. Otameter of casing in relation to diameter of excavation shall be such that void space outside casing to minimized. B. Reinforced Concrete: Comply with Concrete Specifications. 3.01 INSPECTION: A. Examine substrates. adtolniny construction, and conditions under which the moil( is to ba installed. Do not proceed with the work until unsatisfactory conditions detrimental to the proper aed timely completion of the Work have been corrected. 3.02 EXXCAMAIj,QI{: A. Machine -Dug Sections: 1. Pier excavations may be done with rotary rigs. Use temporary steel casings, if necessary, to prevent cave -In of soil and to reduce water seepage. Continuously advance casings by an approved method to the level of the excavations. 2. Withdraw casings of shaft that is filled with concrete. Casino should be retrieved at a uniform rate and with a controlled force. Maintain a minimum of 5 ft. of concrete head above the bottom of the casing as it I; extracted. 593G/6 06/07/89 0. Anchor Bolts: E. Drilled Piers: 8. Foundation depths shall be Increased if required by frost line conditions or local codes. Any additional depth requirements shall be approved by the Owner before pouring. C. The top of foundations shall be poured within r I /4" of the elevation shown on the drawings. 1. Tt he 1/8'. tolerance for horizontal alignment of anchor bolts shall be 2. The tolerance for vertical alignment of anchor bolts shall be t 1/8' out of plumb. 1. Do not begin placing of concrete until the excavation and reinforcing steel for the entire unit has been completed, inspected and approved by the Comer. The bottom of the pier shall be cleaned and sealed if seepage of water exists. All water shall be removed just prior to placing concrete. 2. Place concrete immediately after mixing. and to no case more than sixty minutes after water has been added. Place concrete continuously in each pier to top of shaft. In no case suspend the placement of concrete in the drilled pier, once started, for more than thirty minutes. 3. The top 5 feet of the concrete in the shaft shall be thoroughly vibrated and excess water removed. 1.07 :TALKS,, PAVING. CURBS MO MALLS: A. The subgrade or base shall be sprinkled and thoroughly moistened prior to concrete placement. No concrete shall be poured if the subgrade has water standing or is muddy. 8. Concrete shall be poured monolithically within limits of expansion joints shown on the drawings. C. All walks and paving shall be wood floated. wood troweled and then lightly steel troweled to secure a seal -smooth surface. Surface shall then be broom finished to match approved sample. O. Islands for dispensers and amenity units shall have a steel towel finish. Elevation tolerance for these islands shall be t 1/4 Inch. 5936/12 06/07/89 CITY OF TW WILA APPROVED 0 2 1992 BUiL IN DIVI ION BP OIL COMPANY REi'All. MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 . -...�: .. 1. • :.. 7,tu. .l r Ay, �+. tett 593C/12 06/07069 3.04 @AZE C y& Li: The coarse aggregate Of the blest course shall be spread evenly upon the preoarevo subgrade In sufficient quantity to form a,coaspacted depth of %sex (6) inches. This course shall be rolled with a . three -wheel power roller vetghlnq not less than ten (10) tons. Rolling sham:/ continue until the stone is locked and does not creep or wave aherwed of the wheels. Sufficient screenings shall then be ,applied to -:orsptetaty fill the voids and the base course again roiled, loading screenings as required. Rolling shall continue and addit1unat ecreentnq shall be applte4 where necessary until the coarse maternal Is well bonded and Melly set to produce a rough granular surrfaCe. 3.05 J1iCI_Qtr: If the atohealt interIedleeru course has been used by traffic and 1s in a worn eepnditlon. thaw it shall be cleaned and coated with a tack coat before applying the eeaealt surface course. 3.06 ASP31A.L.T `�-'i L'Otl,'c. 4 nww The preoareve base c,ws shall be cleaned of all foreign substances before aourying the ;;;,halt concrete courses. 8efore starting to roil the omwement, the roller vheei should be well swabbed with a mixture of one -half kerosene or fuel oil. and one -half water. Each premixed ar vnalt concrete course shall be spread to a uniforms loose -fill -ntckness and rolled with a l0 -ton, three -wheel power roller. :-ire finished surface shall be uniform. free from ruts or trreqularion es in contour. and true to the established grads. It Bust peeserne a smooth riding surface. 3.0 JALIrr ,n Stl1RAM A. 593G/1S 06/07/89 593G/24 06/07/89 wiworibuwomOmmummummmmiwar 4. vi A1e Opp t»iew. ,m+c - Whin 4 eery wet, unstable tutorede Condition exists; a 1lptertt'ie fabric should be pliced on the subgra:de before lnstallilne the aggregate base. the Contractor shall obtain wr;ltten icoroval from the Owner before proceeding with this woier 'Int cost to furnish and Install the geotextile fabric small :.4 listed as a separate It in the Contractor's bid. This "fs!.z is performs a separation function by preventing fines Arai eoemnaing up Into the aggregate base. "Fabric panels shall overlap. a minimum of two feet. Acceptable nonwoven fabrics Includa: Typer 3401, Trevtra S1114, Supac SNP. or approved equal. 'ee pavereenrt surface shall be constructed such that adequate •irainage io achieved. The Contractor shall upon completion of each section oi' ;awing, crake a water test for drainage at the discretion of the Own.rr. Any portion where water stands shall be reworked even to the Pos of replacement so that it drains properly to the satisfact`•vrr of the Owner. . 3.02 All pipe onall be cut off even and reamed full bore. 3.03 Threaded P' Joints: Threads shall be cut smooth. true and full standard size. Cut threads so no more than three threads remain exposed a" er the joint is made. Ream all pipe ends after cutting and clean t,efore installation. Use a non - hardening, Teflon -based thread sea applied to the stale threads. teflon tape is not acceptabI*. 3.04 Soldered Pepe Joints: Remove all slivers and burrs remaining from the tube out by reaming and filing both pipe surfaces. Clean fitting ati4 tube with emery cloth. Remove residue from the cleaning operation. apply flux, and assemble joint. Solder shall fill the joints by capillary action. Solder shall cover the joint periphery. $ipe joints clean. 3.0S Above grorseid pipe shall be supported every four (4) feet and at all changes 1e direction. undergroun4 pipe shall be continuously supported. 3.06 All ;ripines systems shall be cleaned and flushed out prior to operation. 3.07 No part cf e work shall be covered until it is inspected, tested, and acp► th local coete . Testing shall comply with all governing state and 3.08 Potable waiter system shall be hydrostatically tested at line pressure for a duration of one hour. 3.09 Compressed air system shall be pneumatically tested with air at 200 pslq for t duration of one hour. The Contractor shall gradually increase the pressure to not more than one - quarter of the test pressure: tnen the pressure shall be increased to steps of apprOxime tely one -tenth of the test pressure until the required 200 psig is reached. All joints shall be examined with a soap and water solution. Equipment and in -line devices such as the regulator and fill valve shall be protected from the high test pressure. 1,03 iliE COiiajtu ROUTING. 8 f dL._O.EPTH ANILSPJi411iiL A. All underground site conduct shell he burled a minimum of 24" below finished greee. Right angle sweep elbows must be used at the base of each riser - no gradual rise of conduits to surface grade is permitted. Minimum conduit size shall be 3/4'. 1.04 C11LI.111fa.AtlDL'AISJ1ixSxi A. Cutting and patching of other work to accommodate the installation of electrical work is permitted. See Concrete or Asphalt Concrete Paving Specifications for pavevent repairs. Except as individually authorized by the Owner. cutting end patching of electrical work to accoiseodate the installation of other work is not permitted. 8. Filling in and finishing the building floor at conduit chase is required after installing all incoaminc conduits. 1.05 QE?AMCH CIRCUIT WIRING.;, A. Each 120 volt branch circuit must have its own neutral return conductor - no split neutrals permitted. 1.06 iEfIEARY KEEL A. The General Contractor shall be responsible for installing the temporary electric supply for use during construction. The use of the supply will be tide available to the Building /Canopy Erector and any other contractor working at the site. The Owner will be responsible for the electricity costs incurred during construction. PA1.=J1111 2.01 E�NUiJi1 A. For each electrical raceway system indicated, provide a complete assembly of conduit with fittings. including, but not necessarily limited to, connectors, nipples, couplings, expansion fittings, eeshings. locknuts. other components and accessories as needed to form a complete syscess of the type indicated, and as required by the NEC. All conduit shall be heavy wall galvanized steel except as noted otherwise on the drawings. Plastiz conduit (PVC) may be used where permitted by code, but under no circumstances may plastic conduit be used for data wiring. Separate conduits shalt be used for data and power wiring. All conduit shall be corked or capped prior to complete Installation to prevent any foreign matter from obstructing the tohdmuit. All wiring and fittings shall be Class I, Group 0, as required by code: All required seal -off fittings shad be installed, and seal shall he poured after testing irocedures are complete. Conduit runs exceeding 25 feet in length shall be equipped with suitable wire insert to enable the p.:Iiing of a fish tape for additional wiring. S 3t rn 593G/13 06/07/89 8 '.08 ''A^KINC3AYEHE.NT: Clean surface to remove loose material and dirt. Apply 4 -inch wide paint "tripes with mechanical equipment to produce uniform straight edges. Apply 2 coats at manufacturer's recommended rates. 3.09 MEMO: A. Protect exposed finished surfaces adjacent to paving work from becoming disfigured during application of paving material% and from physical damage resulting from contact with ovine equipment. Surfaces damaged during the course of this work shall be cleaned. repaired or replaced by the Contractor at no additional expense to the Owner. 3.10 CLEARING 11P: Immediately prior to turning over to Owner. remove all trash. temporary wood forms. and other debris. Dispose of ell excess material and rake entire area smooth and clean. 593G/19 06/07/89 1.01 MATERIALS: 593G/25 06/07/89 the surface of the completed work, when tested with a ten -foot straightedge. shall not cnntain Irregularities in excess of 1/4 Inch. Defective paving shall be replaced. 8. Provide teeaoorary barricades to keep traffic off of completed paving vork. 8arrlcades shall be left in place a minimtsum of three days after paving work, is completed. A. Owner shall furnish Valsoar paint (via OP 011 supply arrangement) for dark gray. light gray. and 8P green paints, unless specified otherwise. Contractor shall furnish all other materials. 8. Air, paint materials shall be delivered to the job in the manufacturer's original container and bearing its label. C. Wiper Corporation is the only acceptable manufacturer for dart gray, light gray, and 8P green colors. Acceptable nanufacturere for all other materials are Porter. Tenkln- Majestic. Sherwin - William, or approved equal. 0. Urethane Paint System Ferrous Metal Primer Galvanized Metal Primer Thinner for Primer dark Gray Finish Light Cray Finish 3P Green finish Thinner for Urethane finish EXJ11110t 16IfTING E. Acrylic Enamel Paint System Ferrous Metal Primer Galvanized Metal Primer Dark Gray finish Light Gray Finish 9P Grata Finish 13 -F -28 Solvent -8asod Metal Primer 42 -F -106 Hater -Based acrylic Enamel reduced 251E with clean, fresh water 7 -T -33 20 Series Alkyd Enamel V40 -1-10S Urethane Enamel V4OnG-102 Urethane Enamel 7 -T -59 ol �_ 134-123 Hater -Based Metal Primer 13- 1(-123 Water -Based Metal Primer 42 -F -107 Hater - Baased Acrylic Enamel 42 -F -106 Hater -based Acrylic Enamel 42 -6-105 Hater -Based Acrylic Enamel 0. Provision for expansion shall be provided by a minimum of one expansion fitting installed in each straight run of conduit exceeding 150 feet to length and at 150 foot intervals thereafter. E. Drains shall be installed at the bottom of vertical conduit runs exceeding 10 feet in length. F. All conduit shall be rigidly supported from structural members malleable trop conduit clamps. not to exceed 8 feet on center. thread' is not acceptable for mounting. use U -bolts instead. G. Conduit Specifications: Conduit: Provide conduit and fittings as indicated. 1. Rigid Steel Conduit: ANSI 050.1. hot- dlbped galvanized. 2. Rigid Steel Conduit Fittings: ANSX C80.4. Flexible Metal Conduit: with 'Ali I. Liquid - tight Flexible Metal Conduit: Liquid - tight flexible seta/ conduit comprised of single strip. continuous. flexible. interlocked, double - wrapped steal, galvanized inside and outside; forming smooth internal wiring channel: with liquid-tight jacket of flexible PVC. 2. Liquid -tight Flexible )Metal Conduit Fittings: Liquid - tight. zinc- coated steel. N. fittings: Provide fittings as supplied by Crouse• Hinds. Appleton or equal. Fittings shall have rubber or Neoprene gaskets where Installed to damp areas. Fittings Installed in hazardous areas shall comply with NEC and UL 886. 2.04 A. General: Provide electrical /materials and components for x complete assembly es supplied by Crouse - Hinds, Appleton. Square 0. or equal. 8. Interior Outlet Boxes: Provide galvanized steel interior outlet wiring boxes. of the type. shape. and size, including depth of box to suit each respective locations and installation: constructed with stamped k,sockauts in back and slave, and with threaded holes with !crews for securing box covers or wiring devices. Provide "gang' boxes when device* are shown to bo grouped. 1. Type for Various Locations: a. General: Furnish boxes to suit the use by taking into account space available. appearance, and Code requirements. 593G/20 06/07/89 593G/14 06/07/89 SIAM Alabama California Florida Georgi a Kentucky Maine Massachusetts Michigan Mississippi New Hampshire New Jersey North Carolina Ohio Oregon Pennsylvania South Carolina Tennessee Virginia Washington Nest Virginia 1.02 PROTECIISNi: Contractor shall protect all surfaces which do not require painting. Special protection shall be provided when painting adjacent to items such as Underwriter's labels, hardware. and light fixtures. Surfaces damaged during the course of this work shall be cleaned. repaired or replaced by the Contractor at no additional expense to the Owner. 1.03 EREESEATIOL. All surfaces shall be free of dirt, grease, oil. concrete spatter, and any foreign matter which would adversely affect the finished appearance or protective properties of the paint applied. Bare metal surfaces shall be hand tool cleaned with scrapers and wire brushes (SSPC -SP2) and solvent cleaned (SSPC -SP1). Shop primer coats which have been marred shall be wire brushed to bare metal and reprised with the specified primer. Surfaces shall also be free of moisture before applying paint. 1 04 /ippLICA IONS A. The acrylic enamel paint system (Section 1.01E) shall be used for the first four Items of the color schedule. The urethane paint system (Section 1.010) shall be used for the remaining items in all marketing areas except California. The acrylic enamel paint system shall be used for all items in the State of California. 593G/26 06/07/89 8. All materials shall be brushed or rolled in even, thorough coats without runs, sags or blemishes by skilled craftsmen. Spray application is not permitted. C. Paint shall be applied when the ambient or surface temperature Is between 45 "F and 90'F or as specified by the manufacturer. All coats shall be thoroughly dry before applying succeeding coats. O. All finish paints shall be applied only with the specific prime coat(s) reconeeended by the manufacturers. Do not thin. alter. or substitute materials unless approved by Owner. E. .t work shall receive a full prime and two (2) finish coats. For surfaces previously painted with urethane paint. the field prime coat may be omitted and two finish coats shall be applied. F. when printing tank manholes for fill, vapor recovery, and monitor wells, the surrounding 3s of concrete slab shall also be painted to match the color of the manhole. G. Canopy columns and sign poles are normally shrouded with an aluminum composite material and are not painted. If they are not shrouded, then the Contractor shall paint them light gray. „STANDARD S PEO F./c/ TID1'\)S C.1 l 'itA OCT 151992 OATS REV1?9:ONS°. E. b. Surface: Type FS or FD box with surface cover. 2. Interior Outlet Box Accessories: Provide outlet box accessories as required for each installation, compatible with outlet boxes being used and meeting requirements of individual wiring situations. C. Weatherproof Outlet Boxes! Provide hot dipped galvanized cast -iron weatherproof outlet wiring boxes, of the type, shape. and size, including depth of box, with threaded conduit ends, Texan fiberglass reinforced coverplate with spring - hinged waterproof caps suitably configured for each application. including face plate gasket and corrosion- resistant fasteners. If the outlet box is located in a hazardous area, those requirements take precedent. 0. Junction and Pull Boxes: Provided junction and pull boxes, with screw -on covers. of the type, shape, and size, to suit each respective location and installation. Conduit Bodies: Provide galvanized cast -metal conduit bodies, of the type, shape, and size, to suit each respective location and installation, constructed with threaded conduit ends, removable cover, and corrosion- resistant screws. F. Bushings, Knockout Closures, and Locknuts: Provide corrosion-resistant punched -steel box knockout closures, conduit locknuts, and insulated condor,'; bushings of the type and size to suit each respective use and installation. G. Explosion- Proof: Provide conduit boxes, bodies, and seals as required to conform to the application sections of NEC for the type of hazardous location as defined by NEC, Cu sorents shall comply with UL Standard 886. H. Panelboards: Provide Square9D panelboards as required. Choose the appropriate plug -in breakers for the functions that they are required to power from the selection of Square 0 prodarts. If rotating equipment is suoptied,fron the panelboard, the breaker toggle must be fitted with a permanent locking attachment. The attachment must be caoahle of securing the breaker in the off position using a common padlock. The panelboard shall have a typed circuit directory per NEC. 2.04 C1i3LE, AND CQHNECIjRS: r1GURE T STATE 4 IX OESICHATIOHS Mix C Type 8 S -1: or Modified III Type F 402 Grading C I -1 11C,OT - 20M SC - 1 Type F I - 1 -1 404 Class C ID-2A 403 (type 2) 411 -0 S - 4 Class 8 401 A. Wire and Cable: Provide factory - fabricated wire and cable of the size, rating, material, and type as indicated for each use, as specified or otherwise indicated. Hires and Cables shall be pulled into their conduits using a lubricant per manufacturer's recommendations. No oil or grease shall be used for this purpose. if no manufacturer's recommendation is made, use flaxsoap, r- ER -EAS, or owner approved equal. ASPHALT SURFACE ASPN%.;.T INTERMEDIATE OURSE OE$ICNATICN -._ COURSE QESLS�i I1,Ci_ Mix A Type A S -III B Modified 403 Grading A I -1 700 - 20C 88 - 1 Type 8 I -2 KB 301 Class 8 I0-2A 311 (Type 1) 307-8 8 -2 Class E 401 593G/15 06/07/89 net 1 . ENER,.L 1.01 QESCRIPTIOLQF EL1112- PliGEMSS 2.01 :93G/21 06/07/89 1.05 13G/27 :16/01/89 A. Sewer system work Includes. but is not limited to. pipe. fittings and drainage strit*r'res for storm and sanitary sewers, 8. Work of other Related Sections: A. 1. Earthwork 2, Concrete MATERIALa: General: CLEAN UP: Um AN0 SA-.NU.ARY SEWERS 1. Sewers shall be poly vinyl chloride Gipe unless specified otherwise on the drawings or by local codes. 2. Furnish ells, tees. eyes, couplings, end caps, and other fittings of the same type and class of material as the pipe. 3. Drainage structures such as catch basins and trench drains are specified on the drawings. B. Poly Vinyl Chloride Plge: ASTH 03034. Standard dimension ratio (SDP) shall not exceed 35. Joints shall be bell and spigot type with neoprene rubber gaskets conforming to ASTM 03212. C. Cast Iron Soil Pipe: AST)4 A74. Joints shall be bell and spigot type with neoprene rubber gaskets conforming to ASTN C564. Furnish service weight pipe. If local requirements vary from this specification. then local codes shall take precedence. 0. Reinforced Concrete Pipe: ASTH C76. Class III. Joints shall be modified tongue and groove type with rubber gaskets complying with ASTH C443. E. eonreinforced Concrete Pipe: AST14 C14, Class 2. Joints shall be codified tongue and groove type with rubber gaskets complying with ASTH C443. H. New lighting poles are prepainted silver at the factory. If the surface is marred during shipment, then the Contractor shall touch up the pole with Rustoleum Satin Aluminum. If an existing pole remains which is not light gray, then the Contractor shall paint the entire pole light gray. Upon completion. Contractor shall remove all excess contractor - purchased materials. equipment. tools, and all debris due to his work from the premises. All areas shall be left broom clean or a satisfactory equivalent. Unused paint (furnished by the Owner) shall be returned to the Owner. 1.06 COLOR_SCHLQULL ItL.al I. Dispenser Island Forms 2. Building Sidewalk Forms 3. Amenity Unit Forms a. Tank Manholes 5. Fixtures on Islands 6. Tank Vents 7. Structural Steel Above iorizontal Canopy Deck 8. Rear Canopy Support Above Sales Kiosk 9. Canopy Columns 10. Sign Poles 11. Lighting Poles - Dark Gray - Dark Gray - Dark Gray - Se* Below Dark Gray - Light Gray - Light Gray - Light Gray - Light Gray - Light Gray - Light Gray 'olors for Tank Manholes- ,(dj arketina Ares : Regular Unleaded fill 4egular Leaded Fill Pius Unleaded Fill Super Unleaded Fill Whitt w /Black Cross Blue Blue w /White Crass Red wlWhite Cross 3. Conductors: Provide soft or annealed copper wires meeting, before stranding. the requirements of AST)1 B-3, 'Standard Specification for Soft or Annealed Copper Wire for Electrical Purposes.' latest edition. 1. Conductors for power and control wiring shall be stranded copper. '10 aluminum or copper clad aluminum wiring is permitted. 2. The minimum size for power wiring is 012 AHG unless stated otherwise on the drawings. C. Insulation: Insulation shall meet or exceed the requirements of UL el, 'Standard for Thermoplastic Insulated Mime... 1. Insulation for conductors sized Mo. 18 Al4 through Mo. 16 Al+f; snail be UL Type TFFN gasoline and oil resistant and be so weed. 2, Insulation for conductors sized Mo. 14 MIS through No. i0 Ate; wall be UL Type THHM /THWIV gasoline and oil resistant and be so marked, 3. Insulation for condurtore sized No. 8 Abe, and larger shall be UL Type THHM /lisle! gasoline and oil resistant and be so marked. 4. All wiring inside lighting fixtures shall be temwotrature rated per the NEC. 0. Connectors for Building Wire and Cable: Provide factory fabricated. .metal connectors of the size, rating. material, type, and class required for each use. 1. rereinai lugs are to be used whenever possible. Connections for conductors up to a maximum of one No. 6 iWG wire with two No, A A)IG wires may use twist -on pressure connectors of required size. Luq/bolted connections are osnuired for all conductors larger than 16 »4G. 2. All motor leads. IMO ANG and larger, shall be connected using pressure fitted lugs anJ bolted. 3. Splices are not permitted in feeders, motor leads. or communication/data wiring. 4. the use of terminal strips for wiring connections is encouraged except when In conflict with 03 above. 2.0) 593G/22 06/07/89 1.06 COLOR SCHEDULE (Continued): ILEA Olesel Fill Kerosene Fill Heating 011 Fill Used Oil Rill Vapor Recovery Tank Gauge Tank Observation Nell Submersible Pumps S93G/28 06/07/89 2.05 GROUh;.QIN ii 593G/16 %W - - EXECIJTICl( 06/0709 3.01 PIPE PREPARATION AND HANDLING: A. Inspect all plum and fittings prior to levering Into trench to inure no cra•s:ed, broken, or otherwise defective materials are -eing used. Clean ends of pipe thoroughly. Remove foreign matter and dirt from inside of pipe and keep clean during and after laying. 8. Use proper implements, tools, and facilities for the safe and proper protection of the work. Lower pipe Into the trench to such a manner as to avoid any physical damage to the pipe. Remove all damaged pipe from the jobsite. Do not drop or dump pipe into trenches under any circumstances. 3.02 IHSTAU,TIQN OF PIPLANO FITTINGS: A. Install pipe and fittings in accordance with governing authorities having jurisdiction. except where more stringent requirements are indicated In the contract documents. E. Start pipe laying by proceeding upgrade with spigot ends pointing in direction of flow. Lay pipes uniformly to line and grade so that finished sewer will present a uniform bore. All changes of directions shall he made by use of proper fittings or manholes. Ro joint deflection allowed. Install all severs at uniform grade Between manholes and other drainage structures unless shovsi othervlse. C. Check pipe for alignment and grade after joint hes been made. Ensure pipe bedding forms a continuous and uniform support for the pipe barrel between joints. Apply sufficient pressure In making the joint to assure the joint is seated as defined in manufacturer's standard installation instructions. Place sufficient pipe cover materiel to secure pipe from movement befere next joint Is installed to assure proper pipe alignment and joint makeup. 0. Prevent excavated or other foreign retrial from getting into the ,ipe during the laying operation. Close and block the open end of the last laid section of pipe to prevent entry of foreign material or creep of the gasketed joints when laying operations are not in progress. Also close off pipet which are stubbed off for catch basin construction or other drainage structures. E. Employ such means as well pointing, ditching, pumping or bailing to prevent water from entering the trench during the laying operation and allow for proper construction of the backfill in pipe zone. Do lot lay pipe in water. F.. Clear dirt and other superfluous material from the interior of sewers as the work progresses. Maintain a swab or drag In the line end pull past each joint as it is completed. ` Color Yellow Brown Green Black Orange Gray Black Triangle on a Mhite Background Gray 0 18THS INCH Ii1ii 111I► IhIi11�i1i111ililllili�IIi1111�IlijillI -�iI)I r I ' 2 06 6? 8G /.Z 9Z SZ v CZ ZZ tZ OZ 61, 8t LI I�iiflilllllllilllli�IIIIIIIIIIIIlsillilllllllliil�flllliilll 0,1 lailIr iiJlbllill14 ! 1 iI mill I'IiI 't II Illili ii II I II� �I 011141 _ 5 I 5 '7 8 ., if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 9 i 10 II1ii11 1111111111 1' ,+A;1EINGERH.H 1 4 t t 91 St +et Ct Et V. O' 6 8 L 9 S 9 C Z " O I � JIIIIIIIL,��# H ills// . dl liil i iilllllillI!Iil!IJil!61.11j ll�,Ifl mill/ iij h! UItnihI !ititslims!lll1Iii�IllillillII IIllii{Iillili_liild .... ..: d ' -i' .. ... T � .' ! • •' r r • '� .. e 2.06 SAFETY AHO DISCOtiNEE.I SMITCHES: A. General: Provide heavy -duty type. dead-front, sheet steel - enclosed, surface-mounted-safety switches of the type and size indicated. Safety switches shall be rated for the voltage of the circuit in which they are installed. Safety switches used as motor disconnects shall be horsepower rated for the rotor served. Switches shall be quick -make, quick -break type with externally operable, indicating, and lockable handle. Marked for purpose and failsafe. Safety and disconnect switches shalt be as manufactured by General Electric, Square 0, Westinghouse or approved equal. 8. Fusing: Fuse clips shall ba positive pressure rejection -type fuseclips suitable for use with UL Class R fuses. Bussman dual element. current - limiting, time delay, Class P.K -1 shall be used. C. Pi :; Disconnect: Disconnect switches for dispensers and pumps shall have the ability to break all conductors, including the neutral (PT 8 dispenser disconnect). Ground all equipment and devices as shown in the drawings, and as required by the National Electrical Code (NEC), the local electrical Inspection department, and The Power Company. It Is recommended that the grounding system incorporate Incoming copper water lines, if available, in addition to 5/8° x 10'0" grounding rod. Approved pressure connectors or Cad Welds shall be used to connect ground wires to rods. Do not use oil, gas, or steam lines as the grounding system. 2.07 I I GH T I NS'a_EXTURES1 A. General: Provide lighting fixtures, of the size, type, and rating Indicated, complete with, hut not necessarily limited to, lamps, lampholders. reflectors, ballasts, starters, and wiring. a. Ballast - Fluorescent: Provide low noise. high power factor, rapid start, Class ''P °, thermally protected, encased, and potted ballasts. Use ballasts for exterior or indoor non - conditioned spaces with a 'C" sound rating and a 0 °F temperature rating. 2.08 EC.'IP)IEtiT OLC_LASSIFIEO AREA: A. In accordance with Article 500 of the NEC and following the recommendations set forth in American Petroleum Institute Standards API- RP -SOO and API -RP -540. All material and equipment shall be suitable for use in the ctassifie area in which it is installed. 8. Owner's Representative is the final arbitrator of all questions regarding area classifications. Any electronic work shall require the installing technician to wear a ground strap. 131 $93G/17 06/07/19 PARI 1 - GENERAL 1.01 QESCRIPTION OF WORK: PART 2 - PRODUCTa 2.01 GENERAL: A. All piping materiel shall be new and free of defects and shall he subject to standard sill test before being shipped. 8. All OW and fittings shall be equal to or better than the grade specified. C. Pipe shall be labeled. Fittings and valves shall have the Manufacturer's name or tradeesark legibly raised or cut into each piece. 2.02 r , I.03 POTABL TER: A. Pipe: Copper tube, seamless. type K, soft temper, ASTM 888. 8. Fittings: Wrought copper, solder type. AMSI 16.22. C. Joints: Soldered, 95-S tin - antimony solder. ? L-.3- faa.11ION 3.01 Ooen ends of pipes shall be properly sealed at all times to keep dirt and other foreign setter out of the piping. Plugs shall be commercially manufactured products. 1 06/07/89 °ART 1 - GEM R_aL I-. A. S. This section includes material specifications an•l instillation requirements for compressed air and potable water systems. Hark of Other Related Sections: Earthwork. crlfRr5 tI PRESSED AIL1tND P9rAOLF WATER A. Pipe: Seamless Steel. Schedule 40, ASTM Al20, hot - dipped gtivanized per ASTM A153. 8. Fittings: Threaded. Malleable iron. Class 150, ANSI 816.3. hot - dipped galvanized per ASTM A:53. Joints: Threaded IMO ELECTRICAL 1.01 STANDARDS; The standard electrical service shall be three phase 120/208 volt (4- wire). •3411d legs delta systems are not permitted. Single phase 120/240 volt (3 wire) systems may be used only if 120/208 volt. three phase service le not available. This worst shall meet the standards set forth tr the applicable portions of the following recogeized codes and standards: 1. Certified naliest Manufacturers (C8M) 2. Factory Mutual (FN) 3. Institute of Electrical and Electronics Engineers (IEEE) 4. Illuminating Engineering Society (TES) S. Insulated Power Cable Engineering Association (IKEA) 6. National Electrical Code (NEC) 7. National Electrical Contractor's Association (MECA) 8. National ilectrical Manufacturer's Association (MEIIA) 9. National Fire Protection Association (NFPA) 10. Underwriters laboratories, Inc. (UL) i1. OSHA - Occupational Safety and Health Act 12. ANSI -- Americas National Standards Institute 13, NESC - National Electrical Safety Code 14. Local and State Codes 1.02 rl FCTTtI A eye 1 nh1LL A & A. Conduit Systems: Provide adequate meriting of major conduit which is exposed or concealed in accessible spaces, to dlstingulih each run as either a power or signal /communication conduit. Provide self - adhesive or snap -on type plastic or metallic markers. locate Markers at ends of conduit runs. 8. Underground Cable Identification: Bury a continuous bright - colored plastic ribbon cable marker with each underground cable for group of cables). Locate each directly over cables, 6 inches to 8 inches below finished grade. Cable /Conductor Identification: Coordinate a uniform and consistent Scheele of color identification throughout the building system. On large conductors. secure identification by means of painted color banding or plastic tape. Color scheme for branch circuits shall be as follows: 1211/2.41.1111 Phase A Black has 8 Red -have C blue neutral white Ground ; *te 593G/29 06/07/89 CITY OF TUUKWILA APPROVED DEC 1.2 13!11 _DI C DIVISION BP OIL COMPANY RETAIL MARKETING DESIGN AND ENGINEERING 203 PUBLIC SQUARE CLEVELAND, OHIO 44114 :3 NO. E st • 1130G/40 06/07/89 593G/35 01/22/90 1.2 '28 .75 593G/30 01/22/90 £A$T , - EXiCILU (AND TESM 3.01 I STAIUITIQN AND TESTING;, A. General; Install electrical systems es shown, In accordance with the manufacturer's written instructions, the applicable codes and regulations and owner's instructions. e. Conductor Tests: Negger tests on insulation shall be made on the circuits before seals are poured. The Test is mandatory for incoming service conductors and motor leads to submerged pumps. The resistance between conductors and between all conductors and ground shall not be less the ten (10) megoh*s for all circuits less than 600 volts. Test ground conductors for continuity. NOTE: Negger tests must not be performed after wires have been connected to a piece of equipment or terminal strip due to possible damage to the equipment. C. Equipment Tests: Operational tests shall be performed on all electrical equipment to nrove satisfactory performance. This shall include aechanlcal and electrical operation from all control points and operation of relays and all safety devices. PART 4 - ELECTRICAL 140RK CL0$ A. All site electrical systems must have passed functional testing and be fully operable. B. All site electrical systems Rust pass inspection by the local approving authorities. C. All buried site power and control subsystems must have passed appropriate conductor megger testing. 0. All electrical panelboards Rust have typo written schedules that accurately identify breakers by function and panel position. E. A11 conduits and conductors must be properly tag identified. F. All unterminated electrical work provided by this contract intended for interface with another contractors must be properly secured. G. All appropriate conduit seals for hazardous locations must be poured. H. All spare conduits shall have a pull wire instilled and shall be capped on both ends. I. All electrical systems must pass the inspection of the owner's representative. J. All electrical as built drawings must be In the possession of the owner's representative. 29 .75 TELEPHONE INCOMING QlcC PtesN1)*w OF Oiii.a. 1P:C• FUNCTION of CONQ(1CTOR:BREAKER POSITION HiGu RISE ID SiGN LIGHTING NOT:C -28 HIGH RISE 10 SIGN LIGHTING NEU HiGH RISE 10 SIGN LIGHTING HOi:C•30 NIGH RISE 10 SIGN LiGHTINS NEU NIGH RISE 10 SIGN EQUIP. GRND. FROH PANEL C e KIOSK HIGH RISE SIGN PHONE CO. WIRE PHONE Co. TEKMIMAI.S KEY • - IF REWIRED 8Y STATiOL' LAYOUT VARIES - SEE CA)CTEA1K CONFIGURATIONS DRAWING r . _ ESEN n 593C/31 x/07/119 I. (Wilding Only O 8ullding With: 2. Roll bear Car Wash (ROW) 3. Support Building 4. High Rise In Sign 5. Support 114., COW 6. Nigh Rise ID Sign, ROW 7, High Rite iD Sign, Support Buildine E. High Rife 10 Sign, Support Building, RCM' • O.fault Specification 1130G/36 06/0 WILL- (MI Du le . SIZE 10 17 120. 1 VARIES MAIN SERVICE NOT 10 MAIN SERVICE HOi 10 10 RAIN SERVICE NEU IC •2 VARIES MAiN SERVICE HOT i AIN SERVICE LMT 22 10 50 MAIN SERVICE NEU • 3 2.5 CARWASH POWER HOT CARWASH PER HOt CA/NASH POWER NEU "4 T CARWASH CONTROL HOT CAAY,ASH CONTROL ?AEU ' 5 1 CARWASH SIGNAL (•) '6 1.25 SUPPORT WILDING HOT SUPPORT MONK HOT SUPPORT MIMING NEU SUPPORT WILDING CONTROL a .75 SUB. SUB. SUB. 9 .75 SUB. SUB. SUB. 10 .75 SUB. SUB. SUB. 11 .75 SUB. SUB. SUB. /1306/4 41/22/90 CARWASH SIGNAL ( -) +mil a SERVICE COT4WIT AND CABLE RETjU1RQtQ4TS 3 PHASE 12C /lQBy (4 -WIRE1 "Y" CONDUIT 1 ea. 1.5' 1 ea. 7.5' 1 ea. 2.5' 1 sa. 2.5" 1 ea. 3' 1 sa. 3' 1 ea. 3' 1 so. 3° 1 ea. 3" sENENE N Oi CONOIOR;BREAXER fOSITti f '7 .75 WATERNWASTE FtAS' HOT:A-5 WIER/WASTE FUHP HOT:A-7 WATER/WASTE PUMP EQUIP. GOO. °SUPER" PUMP 1.S HP 11DT:8 -4 * SUPER" PRIMP 1.5 1 HOT: 1-6 "SUPER" P4'MP 1.5 W' EQUIP. GRNO. 'REGULAR* PIMP 1.5 HP 1405:8 -3 "REGULAR' PUNY 1.5 HP /01:8 -5 "REGULAR" PL WP 1 5 It" EOJIP. CANO. ' PLUS" PUMP I.S HP H31:8.15 ' PLUS' PUHP 1.5 HP 1HOT:8 -17 "PLUS' PIR,P 1.5 HP EQUIP. GANG. "DIESEL.' PUHP 1.5 HP 5401:8 -16 'DIESEL' PUlP 1.5 H? NOT:8 -18 'DIESEL" PUMP 1.5 HP EQUIP. GRUEL CABLES CONDUIT 4 ea. 0150 MEM (3 hot, 1 neutral) 4 ea. 0250 15 N (3 hot, 1 neutral) d es. #250 P8$ (3 hot, 1 n utr41) 4 ea. 0250 RCM (3 hot, 1 neutral) 4 es. 0500 MCM (3 hst, 1 asutral) 4 ea. 1950 MCM (3 hot, 1 neutral) 4 ea. 0350 MCN (3 hot, 1 asutral) 4 ea. 0500 MCM (3 hot, I neutral) 4 es. 0350 HEM (3 hot. 1 neutral) COMM INNE000E - 1 PRISE 120/240 VOLT (3 -WIRE) RETAIL WCATTCNS (USE ONLY IF 3 PHASE IS N(11 AVAILABLE) FROM SiTE INCOMING ELECT. SERV DROP SITE INCOMING ELECT. SERV DROP 2-LINE MAIN INCOMING PANEL 0 KIOSK LIGHTING CONTACT e KIOSK 'IRE MAiN INCOMING PANEL 0 KIOSK PANEL A 0 KIOSK PANEL 8 0 KIOSK PANEL 8 0 KIOSK PANEL 8 0 KIOSK PANEL / 0 KIOSK 1 PHASE 120/240- (3-)11Ri1 2 ea. 2.5' 1 ea. 2' 1 ea. 2" 2 ca. I' 2 ea. 2.5" i oa. 2.5" 2 ea. 3.5" I-LINE HAIN INCOMING PANEL. 0 KIOSX OP PANEL 0 CARWASH DP PANEL a LiGHT CONTACT 0 CARWASH PANEL A 0 SUPPORTING BUILDING WATER/WASTE PUB' SUPER PIRO REGULAR PUMP PLUS Pi.PTP DIESEL PUMP CABLES 1 aa. 2' 3 ea. 0250 P1CM (2 hot, 1 asutral) 3 ea. 0350 MCM (2 hot, 1 neutral) 3 ea. 0250 MCM (2 hot, 1 neutral) 3 ea. 0250 MCM (2 hot, 1 neutral) 3 ea. 0500 MCM (2 hot, 1 nout:al) 3 ea. 0350 MCM (2 hot, 1 neutral) 3 ea. 0360 MCM :2 hot, 1 neutral) 3 ea. 0500 MCM (2 hot, 1 neutral) 2 ,a. 3.5" •3 oa. 0350 MCP (2 hot, I neutral) WIRE Ant VQL 1 -LINE MAIN VARIES 269 240 INCOMING PANEL P KIOSA VARIES 269 3/0 151 3/0 3/0 12 15 16 12 .2 20 18 3/0 117 3/0 3/0 3/0 12 17 240 12 12 10 16 240 10 10 10 16 240 10 10 10 16 10 10 240 740 120 240 10 16 240 10 10 "2 "3 1 CARWASH SIGNAL (.) CART/ASH SIGNAL ( - ) 1.25 SUPPORT BUILDING POT SUPPORT BUILDING HOT SUPP9R1 BUILDING NEU SUPPORT BUILDING CONTROL •6 .75 VATER/WASTE PUMP HOT:A-5 WATER/WASTE PUMP HOT:A -7 WATERMASTE PUMP EQUIP. GRNO. •4 •5 1Il 593G/32 01/22/90 SIZE /UNCTION OF E N OR ES AKfR POSITION VARIES MAIN S£NVICE HOT (MAIN SERVICE HOT • iWIN SERVICE HOT WAIN SERVICE NEU 2.5 CARWASH POWER MOT CARWASH POWER HOT CARWASH POWER HOT CARWASH POWER NEU 7 .75 SUB. SUS. SUB. 8 .75 SUB. sun. sue. 9 .75 SUB. SUB. SUB. •10 .75 SUB. sue. SUB. 1130G/37 06/07/89 I _SILL_ ELKUSI(J,,,QLSIEMOLETI)R.6REAKER POSITION 12 1 DISPENSER CABLE (6 HOSE MPO) HARK:FUNCIION 1 DISPENSER INNER 1101:11 -1 2 DISPENSER POSTER NEUTRAL 3 DISPENSER LiGHT H01:8 -26 4 DISPENSER LIGHT NEU S A PUMP CONTROL 6 A PUMP CONTROL iEU 7 1 PUMP CONTROL 8 1 PUMP CONTROL NEU 9 C PUMP CON T ROT. 10 C PUN CONTROL NEU 1) REMOTE AUTh. 12 REPUTE AUTH. NEU 13 510E A DATA (.) 14 SIDE A OATA ( -) 15 SIDE B OA1A (.) 16 SiOE / DATA ( -) 17 SPARE DATA (.) 18 SP /.RE DATA ( -) 09 EQUIPEENNT &AMMO 13 1 DISPENSER CABLE (6 FOSE MPO) 1 DISPENSER POWER H01:0 -1 SAYE AS 12 14 1 15 T 740 16 1 17 1130G/42 01//2/90 •19 1 CARWASH CONTROL HOT CARWASH CONTROL NEU CONDUIT SOHEDULE - 3 PHASE 120 /208 VOLT (SIRE) RETAIL LOCATIONS (STANDARD ELECiRICAL CONFIGURATION) ' SUPER" PUNT 1.5 HP 1OT :8-4 "SUPER" PUMP 1.5 MP HOT :1-6 'SUPER' PUMP 1.5 HP COUP. GRND. "REGAIN" PUMP 1.5 HP HOT:8-3 "REGULAR° PLRNP 1.5 HP HOT:6 -S 'REGULAR" rump 1.5 HP EQUIP. GRND. ' PLUS" PUMP 1.5 HP HOT:8 -15 "PLUS" PUMP 1.5 HP HOT :8 -17 "PLUS" PUMP 1.5 HP EQUIP. ONO. "DIESEL PUMP 1.5 HP HOT:8-16 'DIESEL' PUMP 1.5 HP H01 :6 -16 'DIESEL" PUMP 1.5 HP EQUIP. GRNG. DISPENSER CABLE (6 HOSE PIED) 1 DISPENSER POWER i8U):8 -2 SAME AS 12 DISPENSER CABLE (6 NOSE NET) 1 DISPENSER FINER H01:8 -7 3 DISPENSER LIGHT HOT:6 -25 SANE AS 12 DISPENSER CABLE (3 HOSE MPO) 1 DISPENSER POWER 101:1-13 3 DISPENSER LIGHT HOT:8-25 SAKE AS 12 DISPENSER CABLE (3 HOSE MPO) 1 DISPENSER PONES HOT:0 -13 SAME AS 12 •15 1 DISPENSER CABLE (1 OR 2 HOSE) 1 DISPENSER POWER 1101:8 -14 SANE AS 12 DISPENSER CABLE (1 OR 2 HOSE) 1 DISPENSER POYER HOT:8 -14 SANE AS 12 IRON SITE INCOMING ELECT. SERV DROP 1• -LIKE MAIN INCOMING PANEL O KIOSK (IGHTIN3 CONTACT O KIOSK 1 -LINE MAIN INCOMING PANEL O KIOSK PANEL A 0 KIOSK PANEL 8 e KIOSX PANEL B 0 KIOSK PANEL 8 P KIOSK PANEL 8 4 KIOSK BP OIL COMPANY RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 STANDARD 5P C.I.FICATIONS 14 I -LINE MAiN INCOMING PANEL 0 KIOSK OF PANEL 0 CARWASH 3/0 154 208 3/0 3/0 3/0 OP PANEL a LIGHT CONTACT 0 CARWASH PANEL A SUPPORT BUILDING WATER/WASTE PUN? SUPER PIMP REGULAR PUMP PLUS PUMP OTESEL PUMP f1011 10 PENCE 8 @ KIOSK EACH DISPENSER DISTRIBUTION BOX DISPENSER DISTRIBUTION /OR DISPENSER DISTRIBUTION BOX DISPENSER UISTRIBU1ION BOX DISPENSER DISTRIBUTION BOX DISPENSER DISTRIBUTION BOX DISPENSER S93G/33 06/07/$9 - 1 11 62 Y411 • III JUL VARIES 251 208 11 1 12 21 120 18 12 .2 20 i$ 3/0 91 208 3/0 3/0 3/0 12 18 208 12 12 10 17 208 10 10 10 17 208 10 10 10 17 208 10 10 10 17 208 10 10 WIRE Li!? Y l.! 14 14 120 14 14 14 14 14 14 14 14 14 14 14 16 20 18 20 18 20 18 20 18 20 18 20 12 12 1 13 1 14 1 15 1 16 1 '17 i '16 1 lQ "23 1130G/38 06/07/89 24 1 25 1 '26 .75 27 .75 28 .75 11300/43 06/07/89 FUNC1tOH oF 1aNDUtiroR�sTfAISfJL st t1,N( DISPENSER CABLE (6 HOSE MPO) MARK:FUNCTION 1 DISPENSER POWER M01:8 -1 2 DISPENSER POWER NEUTRAL 3 DISPENSER LIGHT N01:8 -26 4 DISPENSER LIGhi NET' S A PUMP CONTROL 6 A PLRia CONTROL NEU 1 8 PUMP CONTROL 8 8 PUMP CONTROL NEU 9 C PUMP Commit 10 C PUMP CONTROL NEU 11 REPUTE AUTH. 12 REMOTE AUTH. NEU 13 SIDE A DATA (.) 14 SIDE A DATA (••) 1S SIDE 8 DATA (.) 16 SLOE / DATA ( -) I7 SPARE DATA (r) 18 SPARE DATA ( -1 19 EQUIPMENT VOW DISPENSER CABLE (6 HOSE MPO) 1 DISPENSER POWER HOT:8-1 SAME AS 11 DISPENSER CABLE (6 NOSE M70) 1 DISPENSER PCWtR HO1:8 -2 SAME AS 11 DISPENSER CABLE (6 NOSE MPO) 1 DISPENSER POWER HOT:8-2 SAME AS 11 DISPENSER CABLE (3 HOSE iTPD) 1 DISPENSER POWER HOT:8-13 I DISPENSER LIGHT HOT:8 -25 SAME AS 11 DISPENSER CABLE (3 NOSE HP0) 1 DISPENSER POWER HOT:6 -13 3 DISPENSER LIGHT HOT:8 -25 SAKE AS 11 DISPENSER CABLE (1 OR 2 HOSE) I DISPENSER POWER iOT:8 -14 SAME AS 11 DISPENSER CABLE (1 OR 2 HOSE) 1 DISPENSER POWER 1101:8 -14 SANE AS 11 SIZE fL74CU Of CONdJCTOR:BREAKER POSITION 20A 1 DISPENSER INTERCOM SIGNAL 9ISPENSER INTERCOM SIGNAL (REPEAT FOUR TIMES) (10 WIRES ALTOGETHER) . 201 1 DISPENSER INTERCOM SIGNAL SANE AS ABOVE (020A) 21 .75 LEAK DETECTOR 5161441:8 -30 (REPEAT 1S TIMES) 22 .75 TANK GAUGING SIGNAL ♦:8 -34 TANK GAUGING SIGNAL -:0 -34 SPARE CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY DOWN DOWN 0001 DOVN DOWN DOWN DOWN DOWN DOWN DO N UONN LIGHTS (6- 40OW -SIAi) 1431:C -5 LIGHTS (6 -400W -SEMI HOT:C-7 LIGHTS (6- 400W -S4N) MOT :C -9 LIGHTS (6- 40(14 - SEM) NOT:C -11 LIGHTS (S -400W -SAM) MOT :C -1 LIGHTS CS-NOON-SSW HOT:C-3 LIGHTS (6- 400W -SVN) HOT :C-2 LIGHTS (6.400W-SIAI) HOT:C-4 LIGHTS (5-400W -SEM) NDT:C -6 LIGHTS (6 400d -SE l) HOT:C-8 LIGHTS (5 --:OOU -SSW) MOT:C -10 LIGHTS (S- 4004 -SSW) NOT:C -12 LIGHTS EQUIPMENT GROUND NEON STRIP (4 BALLASTS):C -19 NEON STRIP (4 BALIASTS):C -21 NEON STRIP (4 RAt.LASTSI:C -23 NEON STRIP (4 aALLASTS):C -17 FASCIA GAA/IOtETTER: C -24 BACKLIT SPREADERS (4 OISPENSERS):C -25 1ACKLIT SPREADERS (4 UiSPEM$FR3):C -20 FLAG POLE LIGHTING HOT:C -27 FLAG POLE LIGHTNES NEU YARD ITS (8 400W - S0N) NOT:C- 13,15,14.16 YARD LIGNTIAG (3 -400N -SOH) NFU NORMAL 10 /PRICE SIGN LIGHT HHO1:C -22 NORMAL I0/PACE SiGN LIGr1T NEU MIRMAL ID /PRICE SIGN LIGHT EQUIP. GRND. - , r FROM TO PANEL 8 C KIOSK EACH DISPENSER DISTRIBUTION BOX DISPENSER DISTRIBUTION BOX DISPENSER DISTRIBUTION 80E DISPENSER DISTRIBUTION 80K DISPENSER DISTRIBUTION BOX DISPENSER CISTRIWTION 80E DISPENSER FROM - INTERCOM DISPENSER INTERCOM INTERCONNECTION BOX PANEL. a 0 KIOSK LEAK DETECTOR TAN. GAUGE TANK GAUGE (FUTURE) (FUTURE) PANEL C C KIOSK DDVN LIGHTS P CANOPY PANEL C 9 KIOSK NEON STRIPS CN CANOPY FASCIA PANEL C C KIOSK PANEL C 0 KIOSX PANEL C 0 1105K FASCIA BRANOLETTER SPINAL! LIGHTS SPREAD LI915S FLAG POLE LIGHT YARD LIGHTS 10 P. PRiCE SIGNS 593G/34 01/22/90 Wes Mt 14 14 1 14 14 14 14 14 14 14 14 14 18 18 18 la 16 18 12 12 .2 12 1$ .2 1a 18 12 20 208 12 12 12 12 12 11 12 12 12 12 12 12 12 22 120 12 2' 12 2: 12 2. 12 21 11 21 12 21 12 20 120 12 17 240 12 21 120 12 12 12 1? I I i11111i 1111 I► � ��1. I;I� I,II {II 1 1 1 I' 111 111 < 111 . 111 I I I , 1 I I I l I I 0 IaTHSIHCH 2 3 4 5 6 7 8 08 6Z Gd !-Z 9Z G2 4Z 'CZ 11116611a111n11I1111111nIn111n11b1111 (llll11111 1 T GOUT$ " .. 7f . t .., - - . _. _..: .... ._..___ ._.. ,_.. .___.. • he microfilmaed 4ocuaent is less c1�ar than this notice, it is due to the quality of the original document. 9L 5L *ft Ct zL LL OL 6 8 1111111 411111 lu 1,11,111 1111111 111111 1iii 111 I ^ t1 't 11 I I I 1 11 1 9 ; 10 11 , .Gm 124 1 ww 0 11 1111 11111111111I111111111111111111l11111111111111111111111111111 }sill IQ ..LAID.. a ;11O_ ;/ .CLAat"JCTIU:aPEAgER POSIT IN 19A 1 DISPENSER INTERCOM SIGNAL DISPENSER INTERCOM SIGNAL 120 (REPEAT row TIMES) (10 NIKES 198 1 DISPENSER INTERCOM SIGNAL, SAME AS ABOVE (0191) 20 .75 LEAK DETECTOR SIGNAL:4 -2 (REPEAT 1S TINES) 21 .75 TANK GAUGING SIGNAL ♦:8 -28 TANK GAUGING SIGNAL - :8-28 °22 SPARE 20 20 20 20 20 29 23 1 ('ANOPY DOvm LI(aUS (6 400W - S1111) ►OT:C - 5 CANOPY DOWN LIGHTS (6-400W -5114) HOT:C -7 CANOPY DOWN LIGHTS (6.400W-SWI) NOT:C -9 CANOPY GOWN LIGHTS (6- .400)1 -SPM) PPJT:C -11 CANOPY DOWN LIGHTS (5 -400W -SA1) ?OT:C -1 CANOPY DOWN LIGHTS (S-4DOW -SWN) HOT:C-3 CANOPY DOWN L19415 (6- 400V -SVH) HOT:C-2 CANOPY DOA LIGHTS (6- 400wSei) NOT:C -4 CANOPY WHEN LIGHTS (6- 400W-SW11) HOT:C-6 CANOPY DOWN L I Gi I S (6- 4DOW -S1AC) MUT : C-8 CANOPY DOWN LIGHTS (5.4O(PI -St44) NOY:C -IQ CANOPY DOWN LIGHTS (o- OOW -Still) HO1:C-12 CANOPY DOWN DIGITS EQUIPMENT GaDI10 24 1 NEON STRIP (4 DALLASIS) :C -T9 NEON STRIP (4 SALLASTS):C -21 NEON STRIP (4 BALLASYS):C -23 NEON STE.1P (4 BALLAST3):C -17 FASCIA BRANOLETTER:C -24 BACKLIT SPREADERS (4 NISPENSERS):C -2S MCKLIT SPREADERS (4 DTSPEMSERS):C -20 '25 .75 26 .7S 27 .75 1110G/39 08/07/89 WARE thE 3CQLI ID SIZE LUNCI1ai OF CONDUCTORNI,RERKER POSITION 6303 .2 12 '29 .75 HIGH RISE ED SIGN LIGHTING HO1:C-2$ 8404 HIGH RISE SIGN LIGHTING NEU HiGH RISE ID SiGN LIGHTING HOT:C-30 H1614 RISE ID SIGN LIGHTING NEU NiGH RISE ID SIGN EQUIP. NANO. 30 .75 TELEPHONE INCOMING CITY OF TU1 w1tA APPROVED 4 1M2 iff ;.44. - "81.51 BI NIG C VISION 1'6 .cal o" t • ° 4 FLAG POLE LIGHTING HOT:C-27 FLSG POLE LIGHTING NEU ALTOGETHER) YARD LTS (8- 400V -SPP() NOT:C- 13,1SO4,16 YARD LIGHTING (8- 400)1 -5)54) NEU NORMAL 1D /PRICE SIGN LIGHT HOT:C-22 NORMAL 1D /PRICE SIGN LIGHT NEU NORMAL ID /PRICE SIGN LIG/47 EQUIP. GRND. FROM INTERCOM INiERCONTIECTION PANEL 8 0 KIOSK TANK GAUGE (FUTURE) PANEL C 0 KIOSK PANEL C C KIOSK PANEL C 0 KIOSK PANEL C C KIOSK PANEL C 0 KIOSK nett CO. WIRE KEY ° - IF REQUIREC(BY STATION LAYOUT VARIES - SEE nUcie.yaf CONFIGURATIONS CRAVING BOX iQ DISPENSER INTERCOM LEAK DETECTOR TANK GAUGE (FUTURE) DOWN LIGHTS 0 CANOPY NEON STRIPS ON CANOPY FASCIA FASCIA IRANOLETTEA SPREADER LIGHTS SPREADER LIGHTS FLAG POLE LIGHT YARD LIGHTS 10 & P"rIC£ SIGNS FROM EQ PANEL C e KIOSK HI(4' RISE SIGN 12 12 PHONE CO. TEP:tINALS 22 .MLR.. Of 241` 6303 .2 12 8404 16 .2 12 18 .2 12 18 It 20 208 12 12 Ti 12 12 12 12 12 12 12 12 12 12 17 12 17 12 12 12 22 120 22 22 22 21 21 21 12 20 1 208 120 10 17 10 12 21 12 _W121_ CN f 10 17 120 10 10 10 10 10 50 24U a n A.C. . ASPHALTIC CONCRETE SURFACE C.B. CATCH BASIN CENTERLINE OF RIGHT-OF-WAY CONCRETE CURB EXISTING SURVEY MONUMENT FIRE HYDRANT G.P. GUARD POST MARGIN LINE OR PROPERTY LINE 10 IRON PIN RUM R.R. SPIKE FOUND P.K. NAIL FOUND F'ND. & USED • X TACK IN LEAD W /SHINER FOUND (M) MEASURED DATA --'" G --- G - GAS MAIN MONITOR WELL (TEST HOLE) — UG T UNDERGROUND TELEPHONE --- OH -P &T -- OVERHEAD POWER & TELEPHONE -- SD SD - STORM DRAIN SS SANITARY SEWER iG HTS CROSS WALK -- 0 co � ff X Ai> SANITARY I SEWER MANHOLE LEGEND P.B. P PV R/W A 0 M UTILITY POLE CATCH BASIN CATCH BASIN o, EXXOA�SIGN ! 76.3' \H, A BOVE BASE o I� 1 � l . + a / EXXON I EADE BOARD SIGN ry,� ' 8" CON 0 CURB ` +,` c. Av i 'Sir A, I , ' ) 43 yKL.(8 , 01G (4 ` ‘) XTR 6,000 GA . 0 s , - �0 AaMMINDIMINININNIMISIONW R.R. � C AI NAIL OINT FENCE POINT PHONE BOOTH POWER WIRE POWER VAULT RIGHT-OF-WAY STREET LIGHT STOP SIGN TANK FILL TRAFFIC FLOW TRAFFIC LIGHT UTILITY POLE WATER METER WATER VALVE " GAS-- --- ---- -- o 8"CONC._s FLOOD NOTE: By graphic plotting only, this property is In Zone(s) x of tho Flood Insurance Rate Map, Community Panel No. ; ;�5,3ts:s3CU31 OJ , which bears cm effective date of S P.T. 29, t989 lis not Ina Special Flood Hazard Area. By telephone call dated Ny : to the National Flood insurance Program )800 --638— °= 6620) we have learned this community doekedoee-nat currently parttcipatein the program. ' No field r, ,ir:eying was performed to determine this zone and art : elevation certificate may be needed to verify this determination or apply 1 r a variance from the Federal Emergency Management Agency. JIM BOCK' 91332.DWG V11 0 6,17 SANITARY SEWER . MANHOLE SOUTH t,' ;11". A, . CATCH BASIN SERVING STREET RIGHT—OF—WAY IS WITHIN SUBJECT PARCEL NEAR NORTHEAST CORNER ® STREET SIGN WITHIN SUBJECT PARCEL NEAR NORTHEAST CORNER 0 8 INCH CONCRETE WALL EXTENDS 2.85 FEET INTO RIGHT — OF —WAY AT SOUTHEAST CORNER FENCE EXTENDS 4.8' INTO ADJACENT PROPERTY ALONG SOUTH LINE (CONFORMS TO BOUNDARY BEFORE LOT LINE ADJUSTMENT) 0E CONCRETE WALL EXTENDS 4.8 FEET INTO ADJACENT PROPERTY ALONG WEST PROPERTY LINE Q PLANTER CURB EXTENDS 3.8 FEET INTO ADJACENT PROPERTY ALONG WEST PROPERTY LINE CGS TRAFFIC CURRENTLY USING ASPHALT PAVEMENT ALONG NORTHERLY PORTION OF SUBJECT PARCEL. 0 ASPHALT ENCROACHES INTO PARCEL ACROSS SOUTHWESTERLY PROPERTY LINE. 8" CONC. RET. WALL. o• as �3 yhti W a t ° EDGE 1 ASPHALT ---7 PAVE. ° $TRAILER SALES LOT) STATEMENT OF ENCROACHMENTS +4' / 20 0 10 20 \ $`l \pi ANTER 10' BUILDING SETBACK LINE CATCH BASIN 4 "SD - 144TH STREET .y o ,y °y ` \ o 1 W 111 20 it 6" HIGH 8. - . (TYP.) 0 M ASPHAL *4..tio 9... 0 -- -2• p i - _ . ... -2" GAS - B"CONG -SS . ---- - AJR E ITION) -- -,_._z I , 8 _ 71- e� GRAPHIC SCALE ao OWNER: SUPERMARKET DEVELOPMENT CORPORATION A WASHINGTON CORPORATION, REC. NO. 8910271059 & 9101160627 AR'' EA r LIGHT + . :1_ PLAF TERJ a m DRIVE °k 0° 1 vfa a. a,f.aa.F .R a,.aR,� r �� GRASS VENT ESA � 0 1 . ASH LOSURE wq<< FT)EL OIL (500 GAL.) P' I ELEC. EL' °d WASTE OIL (500 RAL.) a°� I \ 0 0 C1 GRASS 0 ---- 0--- -4 -�•., • 0 a n y PAINTED r + 8`CONC. -SS so w.aro..a■w1111r•"w, NOTE: SITE IMPROVEMENTS ALONG SOUTHWESTERLY AND WESTERLY PROPERTY LINES DO NOT YET CONFORM TO RECENT LOT LINE ADJUSTMENT REFERENCE - FIRST AMERICAN TITLE REPORT NO. 41774 -3, DATED SEPTEMBER 23, 1991. L MISCELLANEOUS NOTE BOUNDARY: REFER TO RECORD OF SURVEY FILED UNDER KING COUNTY RECORDING NO. 8607179009, AND AMENDED BY TUKWILA LOT LINE ADJUSTMENT NO. 90- 14BLA. ELEVATIONS: BASED ON VALVIJE SEWER DISTRICT DATUM ELEVATIONS ARE FOR DESIGN PURPOSES ONLY AND SHOULD BE IGNORED FOR ALTA/ACSM SURVEY. BEARINGS: KING COUNTY AERIAL SURVEY DATUM. ZONING: C -2 REGIONAL RETAIL SETBACKS: PER CITY OF TUKWILA PLANNING DEPARTMENT. FRONT YARD 20 FEET SIDE YARD 10 FEET REAR YARD '0 FEET NO SPECIAL CLAUSES FOR CANOPIES OR PUMP ISLANDS AREA: 26,922 SQUARE FEET OR 0.6180 ACRES. NOTES - SCHEDULE B ITEMS `;J EXAMINATION OF LOT LINE ADJUSTMENT DOCUMENTS AS RECORD- ED REVEALS NO ESTABLISHMENT OF ANY TERMS, COVENANTS, RESTRICTIONS OR EASEMENTS CONTAINED THEREIN. REFERENCE: FIRST AMERICAN TITLE REPORT NO. 212153 -5, DATED SEPTEMBER 10, 1991. BUSH, ROED, AND HITCHING,, INC. CIVIL ENGINEERS i,.AND 2009 MINOR AVENUE EA ST Entassommui SEATTLE, WASHINGTON 98102 (206) 323-4144 FAX (206) 323-7135 BRH JOB NO. 91332.00 VICINITY MAP COPYRIGHT 1989,1990,& 1991 by BOCK & CLARK This product style and format is protected by Copyright and alt rights are reserved. The use of this style and format Is strictly prohibited without the written consent and permission of BOCK II: CLARK. SCALE:1 -2560` Q 16 THS INCH II I111 11111 11111 1 3 1111 Li i I III; : {I I 'pi 1IfIii " III II 1 11 1 (4,1:1+I4111 4 5 6 :.: _...:.. 7 _._ 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document, Qe 6Z 9G LZ 9Z SZ B E't. ZZ lg 0Z 6t 9L LA 91 9: it CL Zl tt Q( 6 9 L °�IIII�IIII!!! ! iIi IIIII�IIII�III !�)!t!ill!!IIIIIIIIIIIIIIII {' III ICI !Illyi�ll�Ll!!I�u W11I41] i►!IIIIIIII �1 �. �:�•,� , l,� �. �) jl� � JlIIIII lIIllllli� IIIIilI�IIIIIIIIIIIII� I III �II!IIII I�I�IIII 9 1 Q 11 wineIHG€RwwY 12. 9 S "Vi 11 ,1 111 11 111 4 1 111HHIMIIIIHIMIIIM6111111611111111111 LEGAL DESCRIPTION DESCRIPTION: THAT PORTION OF LOTS 11 AND 12, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOL- LOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY MARGIN OF PACIFIC HIGHWAY SOUTH (STATE HIGHWAY NO. 1) AND THE NORTH LINE OF SAID BLOCK 2; THENCE SOUTH 20'10'17" WEST ALONG SAID WESTERLY MARGIN 197.41 FEET TO THE SOUTH LINE OF THE NORTH 188,00 FEET OF SAID BLOCK 2; THENCE NORTH 87'35'33" WEST ALONG SAID SOUTH UNE 30.00 FEET THENCE NORTH 53'27'43" WEST 121.25 FEET; THENCE NORTH 1'05'15" EAST 12.0.00 FEET TO THE NORTH LINE OF SAID BLOCK 2; THENCE SOUTH 87'35'33" EAST ALONG SAID NORTH LINE 193.36 FEET TO 1HE POINT OF BEGINNING. (ALSO KNOWN AS LOT A OF TUKWILA LOT LINE ADJUSTMENT NO. 90- 148LA). SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. CONTAINING 26,922 SQUARE FEET OR 0.6180 ACRES, MORE OR LESS. ..w.w +ter ALTA _AGSM LAND TITLE SURVEY 14415 PACIFIC HWY CITY OF TUKWILA COUNTY OF KING STATE OF WASHINGTON EXXON COMPANY USA SITE NO. 77001 TO: EXXON COMPANY, U.S.A., BP OIL COMPANY, AN OHIO CORPORATION AND FIRST AMERICAN TITLE INSURANCE COMPANY: This is to certify that this mup or plat and the survey on which it is based were made on the date shown below in accordance with the " Mininmum Standard Detail Requirements for ALTA /ACSM Lend Title Surveys," jointly established and adopted by ALTA and ACSM in 1988; and meets the accuracy requirements of a Class "A" survey, as defined therein and includes Item Nos. 1, 2, 3, 4, 5, 7, 9, 11, 12, 13 and 15 of Table 3 thereof. Steven A. Hitchings, P.L.S. Registered Surveyor no. 22333 in the State of Washington Date of Survey. 11191 Date of Last Revision: _12191 - _ Network Project No. 91106 Sheet 1 of 1 Dote ;) I .. A`, _A OCT 15 1992 C) cks L) i7) (N M c I V./ N ce 03 d Ct CO m • — e,,. 0 Z t!2 ,...I cr 6 w z z G9 i'- W tn • i If ( M. C.) I d j I I ;:ss)[ D JOIN NO CATCH Bf S1t IE= 295.98 Q (SEE ST. IMI:l. PLAN) f / TRAFFIC { O____?f1� .: .._f =r NOTE: THE PORTION OF THE _+- -" ----- { 1 EXISTING TRAFFIC ISLAND LYING f I I t (;A !pH I.3A ;44 ,' PROPOSED OSED C ®NC CURB, GUTTER - ""._- ;:.::� - __ . : 4._ ' TRAFFIC SIGNAL IS RELOCATED/ . ..._.. '.. .... � AND SIDEWALK IS 1'O REMAIN 1 li C? O ..; WAL 1 UNTIL' SUCH TIME THAT THE 1 -- SIGNAL RELOCATION AND CHANNEL- TRAFFIC 1 I NATION BY THE CITY OF 'l1JKWl LIGHTS t {3 t If 1 1 t. h . ON THE STREET SIDE OF THE f I VICINITY MAP SCALE: ran 2560' SANITARY SEWER MANHOLE / I P PROPOSED RIGHT -OF -WAY CURVE DATA A = 1O7'45'5O" R = 27.00' T = 37.00' 1. = 50.78' 13 ALI TY POLE el ANHOL 1:')/ CATCH I BASIN.. � S TREE J h i POLE 26 LE 8" DRAIN PIPE 0 S=7 00% - rP Oil.. PRICE SIGN TO BE RELOCATED WW _.i CB #1, .TY 1 -C GR EL4300.0 IE= 29 LF 8" DRAIN 1 ' PIPE 0 S =2.00% 1 , 1 5'X5' EASEMENT • FOR FUTURE STREET SIGNAL INSTALLATION. CB #2, TY 1 -C GR £Lµ298.9 I£µ296.5 (8,000 CA CONC 4 P ,C I MPS .._ 8 "CONC. - -SS SANITARY S;:� P=Z MANHOLt -� .._ .._.._ 8-C{ NC. - S, SOUTH ;144TH STREET 39.85' 10 Naarassmommonsavalrawaswor DESCRIPTION; THAT PORTION OF LOTS 11 AND 12, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOL- LOWS: BEGINNING AT THE INTERSECTION OF THE WESTERLY MARGIN OF PACIFIC HIGHWAY SOUTH (STATE HIGHWAY NO. 1) AND THE NORTH LINE OF SAID BLOCK 2; THENCE SOUTH 2010'17" WEST ALONG SAID WESTERLY MARGIN 197.41 FEET TO THE SOUTH LINE OF THE NORTH 188.00 FEET OF SAID BLOCK 2; THENCE NORTH 87'35'33" WEST ALONG SAID SOUTH LINE 30.00 FEET; THENCE NORTH 53'27'43" WEST 121.25 FEET; THENCE NORTH 1'05'15" EAST 120.00 FEET TO THE NORTH LINE OF SAID BLOCK 2; THENCE SOUTH 87'35'33" EAST ALONG SAID NORTH LINE 193.36 FEET TO THE POINT OF BEGINNING. (ALSO KNOWN AS LOT A OF TUKWILA LOT LINE ADJUSTMENT NO. 90- 146LA). SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 5.7...'35' : rq °. :MORE Ai E 3A .�..:> LOT) • y • (THA % i F iriw T .i 4 A SPHA.Lr PA\:MF.NT (FAIR CONiiITIoN) ...... 40.00 GRAPHIC SCALE 40 (IN T) , 1 at 21 ft. PLOT PLAN S 144th ST &; PACIFIC HWY 14415 PACIFIC HWY SO TUKWILA, WA SCALE: 1 ^ 20' b; . F3 °f C34 t.. - s$.3 _..._.... NOTE: SEE STREET IMPROVEMENT PLANS FOR COMPLETE OFF -SITE CONSTRUCTION INFORMATION. ea 1; ^ , M FI.;c.t. OIL ' (SOO GAL.) ELEC.; ' I WASTE O L � (/) c (too I`AL) 9 c ARE ICI. '6 73.27 LLI H i V t o OA t T F,! 0 9 DATA: SIGNS: SIGNS TO BE PERMITTED PER SEPARATE APPLICATION. BUILDING: EXISTING SERVICE BUILDING TO REMAIN CANOPY: INSTALL NEW 43' X 50' CANOPY PER DRAWINGS Si, S2 AND S3. TOP OF FOUNDATION: 2' -- V BELOW TOP OF DRIVE SLAB, BOTTOM OF FASCIA /CAPITOL: TOP OF FOUNDATION: CL OF DRAINS: TANKS, DISPENSERS AND ISLAND TREATMENTS: (SHOWN THUS: 1. INSTALL (4) MULTIPLE PRODUCT DISPENSERS WIN ISLANDS. SEE DRAWING 13RG. 2. INSTALL NEW 2" DOUBLE WALL FIBERGLASS PRODUCT PIPING FROM NEW DISPENSERS TO NEW TANKS. CONNECTION PER DRAWING 15RG- S2VR -0 /W. 3. REMOVE (1)6000 GALLON, (1)8000 GALLON AND (1)10,000 GALLON STEEL UNDERGROUND STORAGE TANK(S), AND TANK PAD. 4. INSTALL (3)12,000 GALLON FIBERGLASS PRODUCT TANKS WITH SUBMERGED PUMPS. PRODUCT AND VENT LINES TO BE 2" DIAMETER FIBERGLASS PIPE. SEE DRAWING 15 RG- S2VR -G /W. 5. REMOVE (1)500 GALLON FUEL OIL TANK AND CONVERT TO NATURAL GAS. GAS COMPANY TO PROVIDE DETAILS AND SECURE PERMITS. 6. REMOVE (1) 500 GALLON WASTE OIL TANK. 7. INSTALL (1)1000 GALLON FIBERGLASS WASTE OIL TANK. 8. INSTALL NEW 2" FIBERGLASS STAGE II VAPOR RECOVERY PIPING FROM NEW DISPENSERS TO TANK CAVITY. CONNECT PIPING PER DRAWING 15RG- S2VR -G/W. 9. INSTALL TANK GAUGING SYSTEM PER DRAWING 10. INSTALL TANK OVERFILL PROTECTION PER DRAWING 11. VENT RISERS TO EXTEND A MINIMUM OF 12' -6" ABOVE FINISH GRADE. TOP OF PRODUCT TANKS: ISLAND TREATMENT PER DRAWING 11-IL -IV. CITY OF TUKWILA APPROVED tEC 19, 2 A 4 . 4 . _... _- BI.SILC31N.t L?"+`ISION CONSTRUCTION ENGINEER DISTRICT MANAGER REGION MANAGER 111111/ 1I1I11111I11► IIIII1Ii111111111111I1I11WIlI P I 0 16 VHS INCH 1 2 3 I 1- 1 1 41 4 1 1 1 1 1 1 4 ' 19 I I 1 t1 1 1 1 I ' , 111 I I 111 ! I 1 11 III 4J .14441 i I 4 �_� 5 .... ..._._.. .6_, _. _.�._ w ._.._._�_..,,_:, - ._ NOTE: If the microfilmed document is less clear than this ( notice, it 4.s due to the quality of the fpriginal document. OE; 6Z 8C LZ 9Z SZ 4 7Z CZ ZZ tZ oz 6t 91 Lt 91 St ail f 1111111111 1111 li1111111111II111111II11111II1IIIIIIIII III!III1114,11111 1111 61 1�1!i 11 L1 JJl!llaIIIICJ11 l I !IIIl1li 11 I II III I hLl,, iIIII ;IIII1111111111IIIIIIIIIIIlI 1111111111 9 16 11 MADE IN GiRTAANY 124 CI et it (71, 6 8 L i 9 S b C Z t ww 0 JII!!IILIIJIII IIIIII11IIIIIII)�IJdIU IIIIII I I11i11i1 IIIIIII,IIIIIIiUIIIIIitiIII IIIIIIII'tIIIII111IiI1IIItii illll{itii TAX E.D. # 004000 -0136 APPROVAL SIGNATURES YARD AND DRIVE TREATMENT: SEE DRAWING 16 FOR INSTALLATION DETAILS OF ITEMS SHOWN THUS :O EXISTING ELEVATIONS SHOWN 000.00 PROPOSED ELEVATIONS SHOWN CONTRACTOR TO VERIFY ALL ELEVATIONS WITH OWNER'S FIELD ENGINEER. THE EXISTING CIRCUITS AND WRING TO BE CHECKED FOR ADEQUACY. REFER TO DRAWING 10 -RI. ISLAND PAD TO BE 6" THICK CONCRETE W/6 X 6 X 8 GA. W.W.F. (MEET EXISTING GRADES) TANK PAD TO BE 8" THICK CONCRETE W/6 X 6 -W2.9 X W2.9 WELDED WIRE FABRIC (MEET EXISTING GRADES) ASPHALT PATCHING TO BE TYPE "A" (MEET EXISTING GRADES) BENCH MARK: UPGRADE ELECTRIC SERVICE FROM 200 AMPS TO 400 AMPS, REMOVE EXISTING YARD LIGHT & INSTALL NEW YARD LIGHT. NOTES: (SHOWN THUS A ALL CONSTRUCTION IS EXISTING AND TO REMAIN UNLESS NOTED OTHERWISE: 12. REMOVE 23' X 27' CANOPY 13. REMOVE 23' X 47' CANOPY 14. INSTALL NEW 43' X 50' CANOPY & PAD. 15. INSTALL NEW CONDUIT FROM EXISTING ELECTRICAL PANEL AND DISPENSER ELECTRONICS TO NEW MPD'S. 16. REMOVE DISPENSERS 17. INSTALL FULL MONOCOL.UMN. (TYPICAL) 18. DAYLIGHT NEW 3" CANOPY DOWNSPOUTS AT ISLAND FACE 19. "BP" IDENTIFICATION LETTERS (SEE "SIGNS" ABOVE) 20. INSTALL NEW CANOPY CENTERLINE AT EXISTING CANOPY CENTERLINE. 21. REMOVE EXISTING ISLANDS AND CANOPY PAD 22. "Welcome" SIGN. (SEE "SIGNS" ABOVE) 23. NEW LANDSCAPE PLANTING. 24. REMOVE PORTION OF EXISTING BUILDING CONCRETE PLATFORM. 25. PROVIDE TYPE "A" ASPHALT PAVING. SEE SPECIFICATIONS FOR MATERIALS. 26. CONSTRUCT CONCRETE CURB, GUTTER AND SIDEWALK PER CITY OF TUKWILA STDS. SRN DATE: 11/8j91 BP OIL CO. RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 BUSH, ROED, AND HITCHINGS, INC. CIVIL ENG; EERS /LAND SURVEYORS 2009 MINOR AVENUE EAST SEATTLE, WASHINGTON 98102 (206) 323 -4144 FAX (206) 323 -7135 BRH JOB NO. 91332.01 DWG. NO.: XX-- XXX --03154 MADE BY: J.V.H CHECKED BY: REVISIONS DATE REMSi YCR MUTE CDHSTRUDIPON AS RE4D BY CRY. ADO TEMP OURd At ii TX FOR TRACF1'.' COHRIC. REMSC VOW LAYOUT $G. 1MM AS OFECTEO BY TIE tit' OF /WW CONSTRUCTION MANAGER :rri' T•:?Ir 11 i1r111L k y ............L.. 031 54PA .7 ORM f03 REMOVE EXIST A.C. & REPAVE THIS AREA AS NECESSARY TO PROVIDE A. SMOOTH TRANSITION - TO EXISTING PAVING 0 u PAINTED FOC. Tr: a a a ivr Q LTV ill : 7:-- --- — -7 ' '-• 777---------7:77 7. --------7: MINN 3 c { CS AWAVWnet — 8 CD i i I 6 . o U z z <o m _ u ) ) r> WASTE Oil, Wit' (5 # # GAT..) C4 CI lYl ,id. ..ci.. SOUTH 144TH STREET NEW CONC. CURB, GUTTER AND SIDEWALK PER CITY OF TUKWILA STD. DWGS. N 87'35'33” W SPHALT PAVEMENT 2.5 ..._._......._ ! 't.:O ;._ _� . r FOGLINE SAWCUT LI E ,,,,-- r AD . "r j �. Ail 4, , `.. ... - - ... ' ra .r`" "- 1`n'"'!"'�r'"'n'R' + • w+.7e _...__.:_..__ _E. !STING GRAD .. • . r .. a... ... ... _....,.,. _ �, • EXIST CURB PAVE OR GRIND EXI PAVING AS NECESSARY �• TO BE REM- TO PROVIDE A SMOOTH TRANS TION BETWEEN OVED(TYP) EXISTING ISLAND & NEW SIDEWALK GLADE. EET -- CENTE �LIN oY 9- . __.......__.._..... OSED • FtOW S • T M GI T TE' a .._._ _ � C, 0 go STING : "GRAD; LINYS tWC T LINE . .. :. " ~ tNE_-GRADE -LINE---- • V4 • IIAAAW PIA VP VA. r.. 114 41 _ ._ ......._...._ . • I Ca-0 A = 107'45'50" R =27.00' T = 37 00' L = 50.78' v ..s�istt„ 'S r. 0 n ra# ;. p::'C:E SIGN TO BE RE- ± - > zy LOCATED - . �f , 5'5' EASEMENT TRAFFIC SIGNAL ftSP1:AI.'E PAVEMENT (FAIR CONDITION) r f:7 # s Avow 0 -I• •.� 0 '. sn 4 PROPOSED RIGHT-OF-WAY CURVE DATA r •.1 M CS 1i6;26 ..... 1626' J: .. 1,L4/..i.. .- 03 . -32 ..5 ONC. -. Sr ....... .. _ f•. /SA T LR u1 / ;.0 :`t ` R MANHOLE - .: . _ f.uC1 T S €,R'U� ^ y Vv'Ai I 3 .f PROPOSED FRONT OF SIDEWALK CURVE DATA A = 106'27'40" R is 34.30' T = 46.17' L = 64.10' • cunt. : RAT It 65.04'..x: ;sue l f 1 Es. Wow —7 32.52' .26' ..._ _..._..16, A "1 INSTALL TEMPORARY EXTRUDED CONC CURB. PAINT CURB YELLOW. FILL VOID BEHIND CURB WITH ASPH. PAVING TO TOP OF CURB GRADE. I 1 Od ""ti ^q T3 W U C1 it .t r I A NOTE: THAT PORTION OF THE EXISTING TRAFFIC ISLAND LYING UN THE STREET SIDE OF THE PROPOSED CONCRETE SIDEWALK IS TO REMAIN UNTIL SUCH TIME THAT THE TRAFFIC SIGNAL IS RELOCATED, SIGNAL RELOCATION AND CHANNELIZATION TO BE PERFORMED BY THE CITY OF TUKWILA. • • sa + .......,.,.,.,,.,, . CENTERLINE INTERSECTION STA, 8+00.00 (So. 144th ST.) = STA, 10-f- 00°,00 (PAC. HWY. So.) 20 10 in 4 6 (Y 20 GRAPHIC SCALE 40 ( IN FEET ) 1 Inch - 20 ft. AIOAI A "- GONSTRUC- RKS=CONS.. �1F.1 O A .. S.. ANDARDS A .. : :_..m..: ::.6•• • _ .. _ :VARIAN _ ..... _...._......__.__CHY--OF -- TUKWI 3I A P TI . 6: BE ORE ANY 8 TWEEN THE RUCTION E'ER :.PRIOR - - 41 80 O.NTRA D :THE' OR'S- OPERA LOCATIONS TAINED_ FR( # -EGESSAI� - .VERIFY: �TH Y : - -- OTHER U AN. THE- 3( 55 -P IOR. - ;.SHALL:BE N S TRUCTION s:GO:: t M : ,:Wlr FORE: INFRA = 9. - FR NCHISED LJ ALL..__ :NOT.., 01 TA'L . UI`ILIT ' NCHES - SHAT - ROADWAY UBGRADI SI 1 CI . -BASI . ._..SHAft ARP Ai u F.1, "N: :132ccW1 :1 3. TH . COMM COM AC OTECTIVE:I~G --- -- ----A' a. .-- SAFETY ___ IF -Co RE R PT NORMAL f ECTED :?� - 14.. ;I3 OT-. - ALL _ �._ N•TRfJL- INGt RAW - -•ALES . 15. AD `LIST - EXISI0.1 ON SHALL EDLTML Ay PRIOR TO IONS SHALL or: EXIMIN Lt TIES Nor SHOWN NTRACTOR - ALL--CON TA CITY OF- ENGI TILITIES• OR.- OTHER-MST UIPMENLLEL W :SILT-LAD ND • CONSTRUCTi - RECORDS . ICzAND -TO LOW "SHALE RS - AND G ATES. 11' NEATCUT PREPARE SUBGRADE PER W.S.D.O.T. SEC. 2-06 RDS IS . "'N OT 'ALLOWED LESS • AT THE CO ND SHOULD LED AND t FILLED - AND Nor 9 "ANY_ OTHER ROTECT' PR WORK- EQUIRE" At 7 - EXIST ASPHALT PAVING INTERNATIONAL AIRPORT 20' EXIST. R/W VARIES :HAVE: BE HEREFoRE ST BE ON HE JOB S T LLATIONS AT- ARE NOT -SHOWN 7 :0N NEEDED AG • SLOPE 0 2.00% FROM SAWCUT GON SO 144th ST SITE 0.50' 99 VICINITY MAP 1 SECTION — So. 44th STREET (LOOKING EAST) STANDARD- PECWICATIOI CIM cmor DAM .A9E -T -THE- UTILITIES. UNDERG OUND -LOCA 'ION SERVICE (1-800-42 RS-PRIOR TICE- REQUI ED, --THE- NER OR-HIS REP-RESENT WALK PER TUKWILA STDS. 3" COMPACTED DEPTH CLASS "B" ASPHALT, OVER 6" GRAVEL BASE CLASS *Er OR EXISTING (IF APPROVED BY CITY) ESE-- APP COMPACTED TO - 95,, L 1 DEN ITY: ND LUTES VARIES 8' 0 STA. 5+47.73 6' 0 STA. 7+01.09 10 PROP. R CONC CURB & GUTTER PER TUKWILA STDS. VED VIDE ERO, A K, P vitt, PL A 1C 7 A : Ig i -WED , PLA QUIREMENTS HEALTH OTC TUKWILA 0 0 LLI Lad 6 c41 � § c O a. a. • SEC. 22 TWP. 23 N R. 4 E. W.M • 1111111111illidifilliffiliinfind11111111thiii cz 03 el el Lt 111110,i114101,1 1411 11111 1 NO'ili Ii document is Tess clear than this notice, it is due to the quality of the original document. a . 9 10 4ADEIN°R41'44 124 4. • rs. 4 • •,;•• F :j• • .:1 'WY) • tjt 1 ' • .q.,5 v rtt • •".• 4 X " • - 20 ,••„, 111111111111 eat al amina NOTE: THAT PORTION OF THE EXISTING TRAFFIC ISLAND LYING ON THE STREET SIDE OF THE PROPOSED CONCRETE SIDEWALK IS TO REMAIN UNTIL SUCH TIME THAT THE TRAFFIC SIGNAL IS RELOCATED. SIGNAL RELOCATION AND CHANNELIZATION TO BE PERFORMED BY THE CITY OF TUKWILA. V w e , II! tti 41. .:-. 4 11 .4! • /4 4 W1LA kb no. 91332. r)1 SY, • ....••■••••••••••••••••............. • PROPOSED FRONT OF SIDEWALK CURVE DATA IS '10627' 40" R = 34.50' T = 46.17' L 64.10' ...••••■••■•••••••-• PROPOSED RIGHT-OF-WAY CURVE DATA A 4161 107'45'50" - R 27.00 T 37.00' L = 50.78' ,• • ....•••••••••••••••4 • ••••••••••••••••• • .4... • •••••••••••■•■••••*: •••••• - .../.........•••••••••••••■•••••■ M•••••••••••• ••• ow. •••-•■•••••••-•■••••••"■: nett•lanow.w.•••••;••• •••••••••■••--•••••'■-••• inn ON? 10 t • ,....,4•••••••••• GRAPHIC SCALE 10 20 *.•••••• ••••■••••••••••••••••••.••••••110.7. ( 0 FEEL) I Inch am 20 ft. •••••••,....... •••••■•••••••••••••••*** •••••••••••••••••••■•••••••••••• sa • •.• 4...•*•• ••••■••••••0*.........• ... • 4. • ••• 4..4 •• • ...........1••••••••••••••••• •••••••••••••• •••••••■••••• 1 . 4 .....•••••••••• . • . . • ", so INSTALL TEMPORARY EXTRUDED CONCI CURB. PAINT CURB YELLOW. nu. VOID BEHIND CURB WITH ASPH. PAVING TO TOP OF CURB GRADE. PAVE OR GRIND EXIST PAVING AS NECESSARY TO PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING ISLAND & NEW SIDEWALK GRADE. a.. • A. •••* ••■••••••*•••••• Ww. WA V. • Moe.. •ft •• • •••••••• AO. ...0••• ••••••••••••••••••• Me* • .4 ••••••*.... ••••••■••••••■•••••4••••••• mv ---------- •■•••••• ■•••••••••••■•••••••. ..1.00 Warw. ••••••••••• • ft:A ------------- • •41.4 •••••■•......••■••■■•••• 1••••••••••••• • •••••••• • 1/...7•• ••••••••••• S immottectottnotametatamitiatmatrto. ••••••••••,,,,,„ • .......•••••• wort. ...ft.* 40- ... ........... .......* '. . :. ..e........ 111AF Fl C 1.ICHTS SANITARY - SEWER MANHOLE. coNc. so A ..........*•••••••••••••••••••• WA** ...YAM ••••VM A.••••••••••••••••••••MIAV - at' ......••••••■•••••••■••■■ 1 . 1 -- DRAIN ••••••• wt.,. ' p to 03 5 3 tst 1 4, 1 s; 7-( . 7;33.17.7- tNi VIEILTal ••••••■•■••••••••••••.... 4••••••••■•••••...... 19 L PIPE .....••••••••••■•••••■••■••••• .....**••••••••■•• ...*••••••■• :2 - ow • • .••••••• PACIFIC HIGHWAY SOUTH IN \,__3P PRICE SIGN TO BE RE- LOCATED A3PHALT PAVEMENT (FAIR commaN) An. INSTk1 MPO• CONC CUR . PA -FILL-VOID IN P AVI Nrkg 40P 'HT fx CATCH _APN TO BE REMOVED 32'58'11" EttiU.1)ai3ErIACKITIF. ....... k_ ••■•"''' P[1 **V • T A 0- ......*•••■••••••. *J. .941M (t 00 CI 0 RY EXTRUDED NT CURB YELLOW. CURB WITH---A OF CURB GRADE. UTILITY Ow... W.I. -EXIS. NG-GRADE-- iSTINaZORAD GLINE/SAWC a; S o M•••••.••••••■•NAMIAAMPAM wee.. • • • • • • AM: • Am MNTERLINE 0 N 20'1017" E ;11:111Itth ••••■••• 0 T.. 4 •• ....*•■■••••... W.A.. *WIOWWWW.A.... ••••••■ 1.0.*••••••••••.- ...AA ••••••••••••■•■••••■•• •••••*•••••••■•••••••••■•■•••••• •••••• 100' RIG I Of WAY ^ - ' 0.1 FOOL EiSAIN ktPLA 114 AREA REMOVE EXIST EIGHT CONC CURB (TYP) BOARD / N. 70 soljThlk, TIER.. .0•AMe V • Thu 2 110NE AN IOU: BP R". OIL C 6,3' BASE CONC. CURS • ••••••••••••• • ij It TI ITV -------- •W ••••••••••,...1.4.-•••■•■ _.1 PROPOSED- . FLOVtINE• -G •••••••■••■•••••••■••••••••• • MO ....■•••••••••••■* 4.1.4 ..... SIRE 'T • LIH J./ , \t10■.. ow . • • ..... • ••••••■• •••.•■••••■•11. AIMA.•••34 11••■•••■••••1441••••1 AIMI*ANAAMMf•M•AAA •••••••••••■•• ...*•••••••••••■••••••.........• •••••••••••• •••••• • ••••••••*nnftafto *a: • ...•■••• 554■••••■••■••••■••••1111.. v.....•••••.•••••••••• •ft. • • 4.40. A 1••• •••• .4.4a .01./......••■••••••mv......... 4 *•••••••••••■••■•••••••■••*4 ftw. • *I **IN ■•••••••••••••••••••••••••••••••• .*** t3ER CUR8 .1 1513' 1.■••■•••••••••• 4■••••••••••• WI NMI. •••••••••••■•••••••••••••■••■•* ■••••••*••■••••■• ••••• eler.........*ov.••••••••••••• .44 •••••••• 1 eV •••••••••••• *••■••••• --- OVE EXIST A.C. & iq REPAVE THIS AREA AS • NECESSARY TO PROVIDE A SMOOTH TRANSITION TO EXISTING PAVEMENT tf CONC. RET. WALL TO BE REMOVED ..1••■••ftww •••••••• SAN SEW / •••••••••••••••• ....■••••••••••••••••• • •••• •••••■•• ■•••••••• 1.•••••••■• II... M.* a •••• ...•••••■••••• 42.5' TO CURB FACE 28' TO NEATCUT LAE jfal.IN) (NOTE; PAVEMENT SECTION FOR EXISTING ROAD MAY BE P.C.C. WITH A.C. OVERLAY. CORE DRILL HOLE 0 SAWCUT LINE TO VERIFY LOCATION OF P.C.C. PAVEMENT. ADVISE ENGINEER OF FINDINGS TO ALLOW FOR MOVING OF SAWCUT LINE. IT IS THE INTENT THAT NO P.CC. SHALL BE CUT). EXIST ASPHALT •••••• V WA./ ..•••■•■••••■•••■••••MOMMOrmommot•Mr ••••■ • ma. AM NO *V* AAA •••••■•00.••■■•••■••■......... Ift••••■■•••••■•*•••••••••••• . A.; .••••• *Er SECTION - PACiFIC HIGHWAY So. SR 99 (LOOKING SOUTH) 4.• ••••• •••••••mm.... ••••••■■•••• *7 A •••••••• Aft. ••••••.: AV. •••■• •••••• •••••••• 4 1* 4 •••••• ..1••••••••••••■ ...7 44.1101 VA. AA • • ••••■••■• *AVM. 4.1• •■••••■••17 •Ae.* MAIM* •••••••••• •••••■•••••••■•••••••• *1•401•••••••••••5.■•••••■■•••••..15 5 114*.• PREPARE SUBGRADE PER W.S.D.O.T. SEC. 2-06 ••••••••••••*........••• ..41.••••••- M•••■• 14 ••••••••••••••••••• •••••••••• *A* ....•••••••••••••./..,••••■••/•••••• 50' RIGHT-OF-WAY • -0* •••••• A 4A ••• •••••••••••••••••••Mmy• ••■••••• ••••••*.I */•••••••*••••. . ••••••■••...... TwA/M. Ow ft.. "Wr Ow *M. V. -•• "•• MA* Am. *1•1 mg ... ft • ....1. *re ■•••••••• SLOPE 0 2.00% FROM SAWCUT 11111111111111111 11111111inumumun • • Arly ;; 4 404 , 4eRnarli;13e4m14404,03 . 1,,ntoia,16fteisets...., . - ;•1 r•• ••• ••••• • .•••••••••••••••••••■•■••** -------- 0.50' 4_ 5-3/8" COMPACTED DEPTH CLASS "B" ASPHALT, OVER 2-3/8* COMP. DEPTH C.S.T.C., OVER 4-1/2" MIN. COMP. DEPTH C.S.B.C., OVER 6" GRAVEL BASE CLASS "B" OR EXISTING (IF APPROVED BY CITY) wart* AI •■••••••••* 0....4,••••■••••••ma •••••■••••• ...ft t Aft*••••••••••• • ..•••■••••••* .....••••■••••••••■•••••• ■••••••••••••••41 An.•••••••••■•••*.e......*0 ■••• 0- .44 on.** ••■•••••••■•••,..tw•tt t•••••••••:•••■••••••.......• CONC CURB & GUTTER PER TumLA STDS 4" P.C.C. SIDEWALK PER TUINILA STANDARDS ••••••••••••••■■•■•* •*•••••••••. .......V.444. **NW ••••••,••••••••••• • •••■•••••■••■••••••••••■•••• •••............*•••• *me*, ••••••••••••••••■••••■•••••*, • J.. •••••••••••••VM•OMWM ••■••••••••■ 1•••■•■••••■•••••••••••••• " tiTrOrTU A ••••••••....r...... 1 • /1. -------- 0 .11 . 4.4.4 • 1**,1 (ks ci 0 Ix -J • • • , ; , , S f"..; 0•• ' ""/".:••••: SEC. 22 TWP 23 N R. 4 2 :• • ••• ••••••', •••••' ".- " • W.M. •••• ' , IhI hIhihI 1 11111 1 I 1 1 111111111 1 1 11111 1 111 ijIpiiiH-4 iji '1 0 16 THS !NCH 2 .r , 4 5 6 7 ' NOTE: If the microfilmed document is less clear than this k notice, it is due to the quality of the original docuent. 1 • oc se 84 Le. 9Z CZ Z.Z. 1Z 0? 6i CA 61 91 Gl Ct ZE 11 01 6 8 11111111111111111 , 1111111111111111111111 !11111111 111111111111111,1(11.11111111.11111111141) 441014 14 1 1 • • • • 1 1 I 1 1 1 I I 1 1 1 1 I 1 16 11 ' ;ERMAIN 12' • G 4 ? 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EQUIPMENT SCHEDULE QTY _ _ CM GC W Cr'_UMN TS 10 x10 x1/4 4 CM C GIRDER W12 x40 2 CM CM I) I CAPITAL BELOW (TYP)- ------ 4 1 1 x ? • 1 CM a X (N I v" ' BRACE f - -- - - -- BEAM SEE --- �� Y ;o02 1 2L i + �- u OL -, _i__ #20 GALVANIZED ROOF DECK, SEE 8 8 S3 IAA 1 i i T dLI! i , _ • f 7 MATERIAL SCHEDULE S = SUPPLIER t INSTALLER 0 — .OWNER GC . = GENERAL CONTRACTOR CM = CANOPY MANUFACTURER NO EQUIPMENT SCHEDULE QTY 1 "DIA A307 ANCHOR BOLTS W HIGH STRENGTH NUTS AND FP. 3/8 x3 x3 16 CM GC Cr'_UMN TS 10 x10 x1/4 4 CM C GIRDER W12 x40 2 CM CM STRINGERS W12 x26 4 CM CM WHITE PREFINISHED DECKING 3" x16" x20 GAGE STEEL CM • M N 1 ►_ FASCIA DIMS. 4 — 1"DIA BOLTS W/ PL 3/8 x3 x3 W/ 18" MIN EMBED - --- 12 O SQUARE SECTION 1 /4 =1 -0 �• 5D —O " 2.0 cr W12 x40 t� 12 "OC MAX Kramer, Chin & Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 #5 VERTICAL #4. x HORIZ 2' -- TM . re e ..s MUM • 4'-6" V ..sen.1 4 2" DIA DOWNSPOUT INSIDE CAPITAL BASE PLATE, 7 ,„....-- SEE AMIN TS 10 x10 x1/4" COLUMN, TYP. ---- -_ O ' 4 NOTE: MONOCOLUMN SHROUDS NOT SHOWN, SEE • I CANOPY CAPITAL SEE BP AMERICA RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC HOUSE, CLEVELAND, OHIO 44114 GENERAL NOTES: 1. GENERAL: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE '111I UNIFORM BUILDING CODE. 2. DESIGN LOADS: SNOW 25 POUNDS PER SQUARE FOOT WIND BASIC WIND SPEED = 80 MPH, EXPOSURE C SEISMIC ZONE 3 SOILS: IN ACCORDANCE WITH UBC CHAPTER 29. SOIL CLASS 4 ASSUMED (SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL OR CLAYEY GRAVEL), CONTRACTOR TO VERIFY MATERIALS BEFORE PLACING FOUNDATION CONCRETE. ALLOWABLE BEARING PRESSURE = 1,500 PSF. ALL FOUNDATIONS TO BEAR ON FIRM UNDISTURBED NATIVE SOILS. ALL FILL ADJACENT TO FOOTINGS SHALL BE PLACED IN 8" LIFTS AND COMPACTED TO 95% OF ASTM D 1557 MAXIMUM DENSITY. 4. CONCRETE: MINIMUM 28 -- DAY STRENGTH (f'c) = 4,000 PSI, 6 SACKS MINIMUM CEMENT CONTENT. REINFORCING STEEL: ASTM A 615, GRADE 60. 5. STRUCTURAL STEEL: SHALL CONFORM TO ASTM A 36 OR A 500. BOLTS AND ANCHOR BOLTS' SHALL CONFORM TO ASTM A 307. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A 325. ALL WELDING SHALL CONFORM TO AWS D1.1. ELECTRODES SHALL BE E60 OR E70. ALL WELDING TO BE PERFORMED BY ' F TIFIED WELDERS QUALIFIED TO PERFORM THE REQUIRED WELDS. META - ROOF DECKING SHALL BE 20 GA GALVANIZED WITH 3" STANDING SEAM .': A 1 fi ". QC. SQUARE 4 ,)1C, 1 a tDv9- 1RY,:a 'I'11t~ 'TA1(.10G o - r •r l fah or Qt ;I t) F ofZIret 1 VT�.�r BUILDING ``.�, /I ,t w, A , . O. + ►' - - DIVISION NOTE f • f�'r ��.`. 4..r'�r1 �':.�: ..l..i.w ✓.w4. l I I1�1 {l�lil�lllflllilJ ' 3 4 r NUPE z notice, l 1 0 6Z 8d /2 9z GZ hZ £z zz tz 0? I 11111 1111111! 1l IIII llllll►1111111111111111 IIIIIIIliifilll IIIKI lII111111I11III1 111711 71) fJT' !It IIIfI II(I i IiI'I 5 6 _.. ,—,_ ...__....._ ._._...... __ _..- .. If the mierof3.laed document is less clear than this it is due to the quality of the original document. 9ti.111 111111 11111111111IIIII1111111i1111111 f 111 10 11 12 61 91 Gt 91 9l hi el Z It 01, 6 8 G i 9 G E G t viw 0 Hy1101111t1llf a 1! 11 ,l1�11 411111,�1�1Iil�l �I(I Illf�i IIA11b1). . 1Jf!!I!�!! !I111(illllll 1,.., I!i!!I!!11 lnlllll`II Ii 1 1 �.... II( 1111111 III Iil, l�ll1111111lII1111111 !lIi11111!lIIII� BP CANOPY 43 "O'x 60 -O' Po# 91 201 DWG. NO.: S1 11 � , --'3 REV.: SCALE: AS NOTED DESIGNED BY: KSL ._ DATE: DEC 91 DRAWN. BY: RJM _. REVISIONS PLAN AND SECTIONS GENERAL NOTES : CHECKED,- BY: w APPROVED BY DAT DWN CKD IN Ch CITY OF TUIKWILA APPROVED rE13 ' 1993 s ilk JAI/ BE TWORT — ROMMEL INC. (206) 481 -2656 1-800-829-8211 "When quality is as i7nirtartt as the price" PROJECT LOCATION 14415 PACIRC HIGHWAY SOUTH SEATTLE, WASHINGTON INC • 1) ISlON ECEIV D CITY OF TIJh 11/1 FEB . 199A PERMIT CENTER RECEIVED JAN 28 ° 113 T' 0 a .0 0 U 0 L. -8 3/4" ALUMINUM COMPOSITE MATERIAL (ACM) 3/8 CL • 4 F 12' -5 5/8" 35' 3/8" -3/8" DIA BOLTS (TYP) L 2x2 x1/8 , 0 (TYP) 2'--8 11/16" FASCIA SECTION 1 1 /2 " =1' -0" o0 ELEVATION 1/4 -1 0" d Kramer, Chin & Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 20 GAGE 43' -0" 12' - 5 5/8" FLASHING - LAP JOINTS 1 1/2" MIN 1' 6" 5 3/16" 3/ 8" 2 1/2" lt IJ CAPITAL 12 -5 5/8" F C #14 TEK SCREWS (TYP) #10 TEK SCREWS (TYP) -8 3/4" 3/8" - --ACM COLUMN SHROUD cc ACM BP AMERICA RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC HOUSE, CLEVELAND, OHIO 44114 cc 1 1/2 " =1' --0" STRAIGHT BRACKET 3/8" L 2 x2 x1/8 (TYP) -- FLASHING - LAP JOINTS 1 1/2" MIN - — T2 Ir— e#'12- - -••••••-y_. 1' -6" 5C - 0 „ 3/ 8" L 2 x2 x1/8 (TYP) — #14 TEK SCREWS (TYP) 1i'-9 ?z I 111 11 11I 1I 1I1 II 111 11 1I1I 1 I111 I 1III II III II IIi l,II 1 111 1I 1I14 frk i 4 :j II I I .. i I �� I ,I a „� IIIL �� II'I � II 011114III 0 16 THS INCH 4 I I 9/3 4 5 6 7 8 NOTE: If the iticrofilmed document is leas clear than this notice, it is due to the quality of the priginai document. I 1.I4,11 IIIIIIIII IIIIIIII IIII I111111111I 9 ; 10 11 MApE M GERMANY 12 Oc 6Z ee GZ 9Z SZ hZ ' CZ ZZ tZ OZ 61 :it t.t 91 St 'it £t Zt ti 01 6 0 1. 9 S C Z t ww 0 I BPhil i II 1 III I I I I Ilill III III I ii I I I 1 1 I I I Inlllllli Ilil�li�liil (lliill 1111111 IIIIN< Idl,11.1 llyJ ,lll igil 1 111111111 1! I 1111111114q 1 111'{ I Itlitill Illili llllll1111 11 1 111111 1 1111 II I Int II IIIIIIIII 11IIIIllll I I �} I I �, ,.I 1 -�.� �,L,I ll I l� Illfllliihll.�ilnllll.lilnlnlll 3/8” I I ' - / ,► _ NO T2 F CL CR BB FB FM N2 MATERIAL SCHEDULE S = SUPPLIER I = INSTALLER 0 = OWNER GC = GENERAL CONTRACTOR CM = CANOPY MANUFACTURER EQUIPMENT SCHEDULE BULLNOSE FASCIA ASSEMBLY FLAT FASCIA ASSEMBLY CORNER FASCIA ASSEMBLY - LEFT CORNER FASCIA ASSEMBLY - RIGHT BULLNOSE BRACKET ASSEMBLY FLAT BRACKET ASSEMBLY FULL MONOCOLUMN ASSEMBLY NEON TROUGH EXTRUSION 3 /8" SCALE: AS NOTED DATE: DEC 91 '- -4 1/16" BP CANOPY 43'--Qe x 6O'° -O* PROJECT LOCATION 14415 PACIFIC HIGHWAY SOUTH SEATTLE, WASHINGTON • CITY OF TUKWILA APPROVED MB AJ 1993 BUIL I DIVISION FASCIA SECTIONS AND ELEVATIONS QTY 8 6 CM 2 CM 2 32 CM CM 24 CM CM 8 CM GC CM CM FEB : 199 PERMIT CENTER VI NINIMYRIO BES i VVOil 0 H — ROM EL -- INC. (206) 4€ 1- --2656 1 - 800 - 829-8211 "When quality is as important is the ice" DWG. NO.: S2 DESIGNED BY: KSL DRAWN BY: RJM CHECKED BY: , - 2 APPROVED BY: REVISIONS DATE -" iti_G\ f I \ '12:1-1 =13 - w (0) fr) C s N RECEIV 10 JAN 28}Pc BUSH, RUrU 8 HITCHIKGS 110, PO# 91201 DWG. NO.: S3 REV.: SCALE: AS NOTED DESIGNED BY: KSL DATE: DEC 91 DRAWN BY: RJM co a) 2- #14 TEK 3/4" DIA BOLTS EACH ASSEMBLY POINT (4 TYP) ----- PRELIMINARY LIGHTING FIXTURE PLAN C \Y"T'S SECTION 3,/4 "- 1,..._ O" 3/6 !_.r. 1/8" PLATE RING - --- a - TS 10 x10 x1/4 COLUMN --.-.. - ---° 61/2" 6 1/2" W12 x40 1/8 DETAIL 3/4 = 1'_ 0 " .. f.. ":Y,d.. .... /:.. a i ✓JvF. !S k`f '.. .l�s{ fI L.. ::.�. t.� Kramer, Chin & Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 L2 x2 x18 GAGE 1/4" STIFFENER PLATE 3/4" x 1' -6" LONG x 12" WIDE PLATE <TYP 1/4" PLATE STIFFENERS (TYP) 1 6 "DIA OPENING FOR ELECTRICAL CONDUIT DETAIL 1 1 /2 " =1'_0" 11" W12 x40 ---.� TS COLUMN 2" TYP TYPICAL BEAM TO GIRDER CONNECTION 3/4 4" x4" x1/4" GUSSET PLATE 200 PUBLIC HOUSE, CLEVELAND, OHIO 44114 - ---1" THICK PLATE TYP -- ; TYP 3/16 /16 BP AMERICA RETAIL MARKETING DESIGN AND ENGINEERING L 4» #3 BRUSH S.S. ANGLE (TYP) FULL LENGTH OF MONOCOLUMN 3/16 171 1 /2 <TYP EACH SIDE --- ----11/16" HOLES FOR 5/8" BOLTS, TYP 4 AT EACH ASSEMBLY POINT VERIFY MPD OUTLINE MONOCOLUMN SHROUD DETAIL #14 TEK SCREWS @ 48" O.C. (TYP) a0 CAPITAL DETAIL AT COLUMN 7 1�r�1Y0t� S1 9/16" HOLES FOR 1/2" MACHINE BOLTS DETAIL 1 ,► =1 ._ 0 )3 DOWNSPOUT 13" RADIUS ACM SHROUD SILVER BP CANOPY x 6O' -OY PREFINISHED 20GA GALV SHEET METAL #10 TEK SCREWS ® 4' -0" O.C. TYP SEE 2" SQUARE PVC OVERFLOW SCUPPER (WITHIN 12" OF EACH GUTTER DRAIN) ' lllilll�III�IIIIIIIiIIIIiIi�illllililll +lllil {L�r�.�ilIl����� �µ` I (( { II 111111 Ii II pp 0 i8 THS INCH 1 2 '13 4 5 7 8 ' NOTE: If the niczo €iJ.ned document is leas clear than this ( 'notice, it is due to the quality of the ,original document. oe 6z ee LZ 9Z SZ s,Z CZ ZZ tZ OZ 6t 8t Lt 9L GI tit EL z It OL 6 8 ill IIIIIIIIifIIIItIIIil I� If�llllilll� !IIIIIIIIIIIIIIIII!!)l iIIIII�II,I�I�II�LiJ �lflil !Ill. (I!ll . ! 1 !I I 611411lll!II1IIIihil1 I n { i 1 t 1, IIII II �I�IjIIIII {I�I�III{III�III {IIIIIIIII! 10 11 MAOEINSERMANY 12, { 11 9 s V E Z ! t vov 0 iIJ IIIILI!!ilIII iIII1UII�IIIIIII III IIIIIIII!IIIIIIIII!ICIIII!IiII 2 1/2" DECK CLIP NO SCALE NO. DL l.s,.. ✓.�S w >> .Fr. e ♦ ;_. rwt. ... EQUIPMENT SCHEDULE QTY. DECK LIGHTING 400 W SMH e 1! 1 /2 "DIA BOLT TYP BESTWORTH - ROMMEL - -� -°-- -- NC. (206) 481 -2666 1--800 --829- 8211 "When quality is as important as the price" MATERIAL SCHEDULE S = SUPPLIER I = INSTALLER 0 = OWNER GC = GENERAL CONTRACTOR CM = CANOPY MANUFACTURER 3/16" DECK CLIP CITY OF TUKWILA APPROVED FEB 1 1993 A BI ti! i I N DIVISION FEB 20 .-1/8" WASHER, OD =1 1/2" ID =9/16" cC EiVZO .., , I (ilf 7U' ,1tA I X993 PERMIT c NWR LIGHTING FIXTURE PLAN AND STRUCTURAL DETAILS PROJECT LOCATION 14415 PACIFIC HIGHWAY SOUTH SEATTLE, WASHINGTON S CM GC RECEIVE JAN 2 8 BUSH, ROEQ & HITC 1Ii 4S X . r ' 875123C 1=96 DISK-30 o • -(> f -,/ PO# 91201 DWG. NO.: S3 REV.: SCALE: AS NOTED DESIGNED BY: KSL DATE: DEC 91 DRAWN BY: RJM co a) 2- #14 TEK 3/4" DIA BOLTS EACH ASSEMBLY POINT (4 TYP) ----- PRELIMINARY LIGHTING FIXTURE PLAN C \Y"T'S SECTION 3,/4 "- 1,..._ O" 3/6 !_.r. 1/8" PLATE RING - --- a - TS 10 x10 x1/4 COLUMN --.-.. - ---° 61/2" 6 1/2" W12 x40 1/8 DETAIL 3/4 = 1'_ 0 " .. f.. ":Y,d.. .... /:.. a i ✓JvF. !S k`f '.. .l�s{ fI L.. ::.�. t.� Kramer, Chin & Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 L2 x2 x18 GAGE 1/4" STIFFENER PLATE 3/4" x 1' -6" LONG x 12" WIDE PLATE <TYP 1/4" PLATE STIFFENERS (TYP) 1 6 "DIA OPENING FOR ELECTRICAL CONDUIT DETAIL 1 1 /2 " =1'_0" 11" W12 x40 ---.� TS COLUMN 2" TYP TYPICAL BEAM TO GIRDER CONNECTION 3/4 4" x4" x1/4" GUSSET PLATE 200 PUBLIC HOUSE, CLEVELAND, OHIO 44114 - ---1" THICK PLATE TYP -- ; TYP 3/16 /16 BP AMERICA RETAIL MARKETING DESIGN AND ENGINEERING L 4» #3 BRUSH S.S. ANGLE (TYP) FULL LENGTH OF MONOCOLUMN 3/16 171 1 /2 <TYP EACH SIDE --- ----11/16" HOLES FOR 5/8" BOLTS, TYP 4 AT EACH ASSEMBLY POINT VERIFY MPD OUTLINE MONOCOLUMN SHROUD DETAIL #14 TEK SCREWS @ 48" O.C. (TYP) a0 CAPITAL DETAIL AT COLUMN 7 1�r�1Y0t� S1 9/16" HOLES FOR 1/2" MACHINE BOLTS DETAIL 1 ,► =1 ._ 0 )3 DOWNSPOUT 13" RADIUS ACM SHROUD SILVER BP CANOPY x 6O' -OY PREFINISHED 20GA GALV SHEET METAL #10 TEK SCREWS ® 4' -0" O.C. TYP SEE 2" SQUARE PVC OVERFLOW SCUPPER (WITHIN 12" OF EACH GUTTER DRAIN) ' lllilll�III�IIIIIIIiIIIIiIi�illllililll +lllil {L�r�.�ilIl����� �µ` I (( { II 111111 Ii II pp 0 i8 THS INCH 1 2 '13 4 5 7 8 ' NOTE: If the niczo €iJ.ned document is leas clear than this ( 'notice, it is due to the quality of the ,original document. oe 6z ee LZ 9Z SZ s,Z CZ ZZ tZ OZ 6t 8t Lt 9L GI tit EL z It OL 6 8 ill IIIIIIIIifIIIItIIIil I� If�llllilll� !IIIIIIIIIIIIIIIII!!)l iIIIII�II,I�I�II�LiJ �lflil !Ill. (I!ll . ! 1 !I I 611411lll!II1IIIihil1 I n { i 1 t 1, IIII II �I�IjIIIII {I�I�III{III�III {IIIIIIIII! 10 11 MAOEINSERMANY 12, { 11 9 s V E Z ! t vov 0 iIJ IIIILI!!ilIII iIII1UII�IIIIIII III IIIIIIII!IIIIIIIII!ICIIII!IiII 2 1/2" DECK CLIP NO SCALE NO. DL l.s,.. ✓.�S w >> .Fr. e ♦ ;_. rwt. ... EQUIPMENT SCHEDULE QTY. DECK LIGHTING 400 W SMH e 1! 1 /2 "DIA BOLT TYP BESTWORTH - ROMMEL - -� -°-- -- NC. (206) 481 -2666 1--800 --829- 8211 "When quality is as important as the price" MATERIAL SCHEDULE S = SUPPLIER I = INSTALLER 0 = OWNER GC = GENERAL CONTRACTOR CM = CANOPY MANUFACTURER 3/16" DECK CLIP CITY OF TUKWILA APPROVED FEB 1 1993 A BI ti! i I N DIVISION FEB 20 .-1/8" WASHER, OD =1 1/2" ID =9/16" cC EiVZO .., , I (ilf 7U' ,1tA I X993 PERMIT c NWR LIGHTING FIXTURE PLAN AND STRUCTURAL DETAILS PROJECT LOCATION 14415 PACIFIC HIGHWAY SOUTH SEATTLE, WASHINGTON S CM GC RECEIVE JAN 2 8 BUSH, ROEQ & HITC 1Ii 4S X . r ' 875123C 1=96 DISK-30 ..Ff•. i.. f.. T 4 •� F :.J:l n r. , / 1 TYP . EACH SIDE / /1 HOLES FOR 5/$ BOLTS, TYR 4 AT EACH ASSEMBLY` liCi T MONOCOLUMN SHROUD DETAIL x:1 /4" GUSSET Pt,ATE 9/16" ; HOLES FOR 1 MACHINE. BOLTS -•'`� CAPITAL DETAIL 13" RADIUS ACM SHROUD SILVER • 1 - -DOWNSPOUT` 1 !(I1?(! I(I I(I I(i ICI ICI I(I III ICI I I I l t ! i ! I i . -,•,4- 0 1 1 ! 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IIII I�IIIIII !II�IIIIII111�11!III(Ii�!IIiIi II 2" SQUARE - P ; VC OV8RF OW 'SCUPPER '(1NITHIN 2" i` EACH GUTTER• DRAIN) CAULK SPREADER TOP TRIM ANGLE SPREADER UPPER TRIM 3" TO 9" HIGH raa4 *f?rir ?Lcrkr�n �, - :...xa .;..;ntr4'r.::� Via; -lea r:4 SPREADER LOWER TRIM ANGLE SHROUD TAB WITH STIFFENER BEHIND TOP TRIM BRACKET TAPE SPREADER DETAIL "A" 1/4 SCALE DETAIL "B" 1/4 SCALE SHROUD REVEAL MPD 1S� DETAIL "0" 1/4 SCALE 7n COLUMN COLUMN COLUMN 1/2 CONDUIT SHROUD REVEAL SECTION A -- A SCALE 1/2" = 1' DETAIL "D" 1/4 SCALE DETAIL "E" 1/4 SCALE ��-- -- CEIUNG DECK PANS MPD ISLAND CONTINUOUS METAL CAPITAL ABOVE MONOCOLUMNS MPD OUTLINE 11111111I11111111111III I lI11111111 i 1111111111 0 16 MS INCH 1 fD Stop Engine No Smoking ".w•• "es��+����oo.�•eruo "A" FRONT ELEVATION SCALE 1/2" = 1' HINGED PANEL EACH SIDE .� 4'--2 3.L" SPREADER BOX PLAN SECTION THRU SPREADER SCALE 1 /E° . 1` COLUMN 3° 4 -O' MPD =3° COLUMNS PLAN SECTION THRI MILD SCALE 1/8' T 1! $ 13" I.D. RADIUS SHROUD \ VVITH 13 O.D. REVEAL DOWNSPOUT COLUMN 111 1' II 1 1�I 1 1 1 h} (� i11I 111 ft. I I III 1111 I1 1111-0,14-1411 r/'3 4 5 _ 6_ Tess' 7 3 NOTEi ttte ®icro£ilsed me nitis Clear than this y notice, it is due to the quality of the original document. oe 6Z ee G 9Z GZ t' eZ zz 1 1z 0? 81 61 u91 I 1bI �1 1 h1 a el Z1 0L s I. e 111IIllllll lllhilill,lilkiliiiiilliliiiiii l!,ilIN till ili4dit11111tk tilI`lI ' 1 ! ilih lj Lli) I! ll hili iithiIil!iniI!1111diUtibl1diffi (!1( SHROUD REVEAL MONOCOLUMN INSTALLATION INSTRUCTIONS AFTER THE ISLANDS ARE POURED, THE CANOPY COLUMNS AND DECKING INSTALLED, AND THE MPDS SET AND CONNECTED, THE FOLLOWING INSTRUCTIONS ARE USED TO INSTALL THE MONOCOLUMNS c 1. SHIM THE MPD AT THE ISLAND SO THAT THE TOP OF THE MPD IS CENTERED WIT!-! THE CANOPY COLUMNS IN THE NORTH /SOUTH AND THE EAST /WEST DIRECTION. BOLT THE MPD TO THE ISLAND. 2. USE A PLUMB LINE TO DETERMINE THE CENTER LINE OF THE ALONG THE UNDERSIDE OF THE CANOPY. FASTEN THE 2 TOP BRACKETS TO THE UNDERSIDE OF THE CANOPY 12-7/8" FROM CENTERLINE TO THE FRONT FACE OF THE BRACKET USING *8 SCREWS IN SLOTS. SEE DETAIL "A" 3. FASTEN 4 SPREADER BRACKETS TO SPREADER IJSING 2-*10 X 3/4" IN EACH BRACKET, SEE DETAIL "D" 4. PLACE SPACERS ON TOP OF THE MPG (1" SPACER FOR WAYNE AND 2" SPACER FOR GILBARCO). SET SPREADER BOX ON TOP OF SPACERS. ADD SHIMS SO THAT SPREADER IS PLUMB AND CENTERED ON MPD. FASTEN FOUR REMAINING SPREADER BRACKETS USING BOLTS AS ABOVE. FASTEN SPREADER BRACKETS TO COLUMN USING 1/4 X 3/4" SELF TAPPING SCREWS IN 3/16" DRILLED HOLES. ELECTRICAL SUPPLY TO SPREADER CAN BE COMPLETED AFTER THIS STEP. SEE DETAIL "0" 5. FASTEN 2 SHROUD BRACKETS TO COLUMNS 5" ABOVE TOP OF ISLAND USING 4 SLOTTED ANGLE CLIPS AND 1/4 X ^/4" SELF TAPPING SCREWS. SEE DETAILS "C" & "E" 6. CUT 2 SHROUDS AND 4 STIFFENERS 2" LESS THAN DISTANCE BETWEEN ISLAND AND UNDERSIDE OF CANOPY. BEND SHROUD TABS AT 90 DEGREE ANGLE. FASTEN STIFFENERS TO SHROUD USING TAPE PROVIDED. 7. SET 2 SHROUD REVEALS AROUND COLUMN. SET SHROUDS AROUND COLUMNS UP AGAINST UNDERSIDE OF THE CANOPY 2" ABOVE THE ISLAND. FASTEN SPREADER THRU SHROUD TABS INTO STIFFENER USING 18 -1/4 X 3/4" SELF TAPPING SCREWS IN 3/16" DRILLED HOLES ALONG SPREADER FRAME. SEE DETAILS "C" & "D" 8. FASTEN 4 S. S. TRIM ANGLES THRU SHROUD TAB INTO STIFFENER USING *8 X 5/8" S.S. FLAT HEAD SCREWS AT PREDRILLED LOCATI SEE DETAIL "E" 9. REMOVE SPACERS FROM TOP OF MPD. FASTEN 2 SPREADER LOWER TRIM ANGLES (WITH WARNING SIGNAGE) TO BOTTOM OF SPREADER USING *8 x 5/8" ROUND HEAD SCREWS IN PREDRILLED HOLES. SEE DETAIL "B" 10. BEND SPREADER UPPER TRIM AT 90 DEGREE ANGLE AND CUT TO FIT BETWEEN TOP OF SPREADER AND UNDERSIDE OF CANOPY. REMOVE PAPER FROM DOUBLE SIDED TAPE AND SLIDE SPREADER UPPER TRIM INTO PLACE. REMOVE PAPER FROM SPREADER TOP TRIM ANGLE AND SLIDE BETWEEN TOP TRIM BRACKET AND UNDERSIDE OF CANOPY. FASTEN THE SPREADER UPPER TRIM FROM INSIDE SPREADER USING *8 X 5/8" ROUND HEAD SCREWS. SEE DETAIL "A" 11. RUN A BEAD OF WHITE SILICONE CAULK ALONG THE UNDERSIDE OF THE CANOPY AROUND THE SHROUDS AND THE SPREADER TOP TRIM ANGLES. 14 9 '� 2 10 11 a N„ 12' 4 : 9 s +, £ z 11 v401 ii!(, i1illillliiltll�uilllil�iLllL iliillllliiildmi1111ilmilfiillifil! • MONOCOLUMN TRIM THE x 6/8" BOLTS 0 11Y 4 41- b I / ."...�.i ' MPD 2 /MPD 4 PER MPD NO. 1 ) MATERIAL SCHEDULE BM m. BUILDING MANUFACTURER GC as "GENERAL CONTRACTOR 0 = OWNER S ==.SUPPUER 1 INSTALLER DESCRIPTION QTY. 26" X 15" DEEP COMPOSITE ALUMINUM 'SHROUDS & REVEAL 2 INTERNALLY ILLUMINATED SPREADER BOX W /MANDATORY SIGNAGE & TOP TRIM W. TAPE 3 STAINLESS STEEL TRIM ANGLES 5 " X31/2 "X1/4" 4 4 4 X 8" SPREADER BRACKET .. 5_1.14: X 2 3C 25" 5NR O J BRACKET 6 4 X - 4 X 2" LONG SLOTTED ANGLE 7 SHROUD STIFFENERS " FOR GILBARCO MPD, USE SPREADERBOX: A 63" FROM 13 ° - 6" UP TO 14 ' "B" 69" FROM 14' UP TO 14' -6" "C" 75" FROM 14'-6" UP TO 15' "D" 81") ABOVE 15' FOR WAYNE MPD, USE SPREADER BOX: "A" 63 ") FROM 13' --6" UP TO 13' --11" "B" 69 ") FROM 13' -11" UP TO 14'•5" "C" 75 ") FROM 14' -5" UP TO 14' -11" "D" 81") ABOVE 14' -11" 2. USE 2" SPACER FOR GILBARCO MPD. USE 1" SPACER FOR WAYNE MPD. RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 NOTES MONOCOLUMN DETAILS DWG. NO.: 11 --IL --IV SCALE: S DATE: DATE .,.a REVISIONS 2 PER MPD 1 PER MPD GC GC e N Tin • PEA GRAVE 1 1 2'1 12'1' MIN.1 1 Mly . 1 1 1 2' 3/8" = 1' -0" 8" THICK CONCRETE SLAB /6\ REINF. W/6x6x6 #6 WAIF (00 NOT USE FIBER IN CONCRETE) TANK ELEVATION 3 /8 " = 1' -o» O 15 THS INCH 8" THICK CONCRETE PAD • • I! i l l i I I I I I I r 111 . 111 � 1, 1 1 1 1 I I I I I I I 1 1111, • I I I I 111 I I ! 1 1 I 1 2 3 111 ♦ d.. .. y.. 1-+, .� ,.�` ,. ✓'�` ,. 3 .r ✓, r ... .. 3 J/ •t 24" (MIN.) NOTE:,.. BOLD , LIMES DENOTE FRP PIPING DASHED LINES DENOTE CONDUIT MIN. 6 WIRES PER CONDUIT / I OC 6G 8G CZ 9Z GZ CZ. Z?, ce () , 61 91 ', II III ihIIIIIIII! III! IJiIth !I!IIlIIIIUiIIIIII�IIII ►1{ III {Il�l��il 1{I1111u I�ll�l�iu {� �II��1 {�I111111 I11giii 1 r ✓ i 1..':yL * . ... t. 111. .. PEA GRAVEL LINE OBSERVATION WELL 1� 3" FRP VAPOR RETURN LINE. 3" FRP STAGE. II VAPOR RECOVERY LINES FROM DISPENSERS CONTAINMENT SUMP PLAN DETAIL 1 "-- 1R— NOTE: If the document is -less clear than this notice, it is due to the quality of the original document. I i ! 1111 rI I I' I I . � ;1 , t 1 r I ! i I I, I [l i , I I , [ 1 . I I 4 5 h 7 :_.r_ s_8 .— - 2" FRP PRODUCT PIPING W/ 3" FRP CONTAINMENT PIPING NO. SCALE CONDUIT FOR DISPENSER DRIP BOX SENSORS TO BLDG. • 9l Sl VI. el Zl II O!• s 4 G , 9 G I i £ Z L Ww Q IIlII{II I II h iLLIIIiI Ilililllilllllllillllli 111 ! I�I!llil III Illf III llillliil {Ilil IIIIIIIIIIII I!{ Illlillililllllllllllllililiilillllil LL.11 1 M1 1 11.x.. ... 111.. LINE OBSERVATION WELL 42 "- DIA. FIBERGLASS' CONTAINMENT SUM XERXES OR O /C. 31" DIA. FIBERGLASS. SUMP - RISER XERXES OR 0/C 32" DIA; FIBERGLASS RISER LID XERXES OR . 0/C FIBERGLASS DISPENSER r DRIP BQX WESTERN FIBERGLASS 2" FIBERGLASS PIPE (FRP) • 7 2 DIA.x 45' FRP ELBOW 8 2" DIA.x • 90' FRP ELBOW 10 2" FRP ADAPTER— BELL x NPT. MALE i' 1 2" FRP ADAPTER -BELL x NPT FEMALE 1 3" FIBERGLASS PIPE - (FRP) 13: 3" DIA.x 90' FRP ELBOW . 14 • 3" DIA. FRP TEE 15 3" D1A:x45' ELBOW CONTAINMENT FITTING 16 3" DIA. TEE CONTAINMENT FITTING 17 2" DIA. GALV. STEEL PIPE ^ 18 •2" DIA.x 9OE GALV. STEEL ELBOW 19 2" DIA.x 45' GALV. STEEL ELBOW 20 4" GALV, RISER— LENGTH AS REQUIRED 21 4" PIPE CAP— SCH. 40 GALVANIZED 22 VENT VALVE ASSY./FLOAT VENT VALVE OPW 233—V— 4420/53VML-3080 WITH 2" STEEL PIPE PLUG 1 1/2" x 18" NON— METALLIC FLEX 23 CONNECTOR- TITEFLEX "SOILSAFE' APC OR. TELEFLEX "FLUIDFLEX" r24 • 6" FACTORY SLOTTED PVC -1 PIPE, .02" SLOTS OR AS • PER LOCAL . REGULATIONS W /CAPPED BOTTOM (LGTH. AS REQ'D.) ATLANTIC SCREEN OR ` EQUIV. 25 LEAK DETECTOR -. RED JACKET, PISTON OR DIAPHRAGM 26 , 1 1/2 ,.HP SUBMERSIBLE PUMP- RED JACKET . • 27 LIQUID SENSOR — GILBARCO EMC OR EMCO *WHEATON EECOSYSTEM 28 . TANK GAUGE -- GILBARCO EMC OR EMCO WHEATON EECOSYSTEM . f 29. JUNCTION BOX- - CH GUP215 30 SEAL OFF— CH EYQ2 . 31 3/4" UNISEAL GROMMET OR EQUAL 32 3" PENETRATION .BOOT-RET --8408 WESTERN FIBERGLASS 33 2 ". PENETRATION BOOTw -RET.. -8408 WESTERN FIBERGLASS 34 3" FRP ADAPTER --BELL x NPT , FEMALE 35 36" MANHOLE— POMECO 110- -36WT, CNI 236RSG OR EQUAL (WATER TIGHT) .. 37 SPILL. CONTAINER --• OPW 1 -4500, EW A1003 -009 OR EBW705 —.BG PUMP BOX-- BENDEL , FORMEX QR MORGAN 39 VENT VALVE ASSY. /FLOAT VENT VALVE OPW 233VM- 6045/53VML -3120. WITH 4" STEEL PIPE • PLUG 47 6" LOCKING TEST WELL PLUG 48 3" STEEL GAt-V. ' PIPE CAP 49 .TANK ID. MARKER— EW: A OR UNIVERSAL #59 50 1 1 /. " x .1" GALV. STEEL REDUCER 51 1" UNISEAL 'GROMMET OR EQUAL 40 4" FILL CAP — OPW 634R-TT OR : EQUIV. 41 . 4" x4" ADAPTER— OPW 633T= -8076 42 • 3" VAPOR CAP— OPW 1711 43 3" x4" ADAPTER— OPW 1611 —AVB 44 2" VENT CAP— OPW 23 OR EQUAL 45 ALUMINUM DROP TUBE — 4" x 12' OPW 61T-7268 OR EQUIVALENT 46 SHEAR VALVE— OPW. 10 —RMP 52 FERNCO 105 --32 FLEXIBLE W /A'R STEM 53 FERNCO 1 --32 FLEXIBLE W/0 STEM 54 1 1/2 "x 12" • NON— METALLIC. FLEX CONNECTOR -- TITEFLEX " OILSAFE ". APC OR TELEFLEX "FLUIDFLEX 56 18" MANHOLE -- POMECO 1 i 0-- -18WT, CNI 216R-12 OR EQUAL.. (WATER TIGHT 518 y 2" PERFORATED' FRP PIPE W /2 ". FRP BELL x MALE. AND 2 " GALV. • PIPE CAP 57 2 x 1 1/2" • FRP THREADED ' REDUCER BUSHING 58 2" x "12" STEEL FLEX CONNECTOR MALE SWIVEL x MALE= TITEFLEX 60 3" FRP ADAPTER- BELL • x NPT MALE 61 3" DIA. 'GALV. STEEL PIPE . 6? 3' STEEL PIPE • UNION ' OWNER OWNER OWNER OWNER OWNER QNTRACTOR ONTRACTO • ONTRACTOR ONTRACTOR ONTRACTO ONTRACTO ONTRACTOR ONTRACTO ONTRACTOR ONTRACTO QNTRACTOR ONTRACTOR ONTRACTOR ONTRACTOR ONTRACTOR ONTRACTOR OWNER OWNER OWNER OWNER OWNER 21) OWNER 22) 23) 24) 25) 26) , 27) OWNER ONTRACTOR ONTRACTO ONTRACTOR OWNER OWNER ONTRACTO OWNER OWNER OWNER OWNER • OWNER OWNER OWNER OWNER ..OWNER OWNER OWNER OWNER • ONTRACTO OWNER ONTRACTOI ONTRACTOI OWNER OWNER OWNER OWNER 'ONiRA„ 1'6 ONTRACTO . : OWNER ONTRACTO " ONTRACTO , ONTRACTO ONTRACTO '� PEA GRAVEL BACKFILL:; ALL OTHER i�iATERIAL MU$T BE APPROVED BY TANK, MACT AND OWNER'S FIELD: REPRESENTATIVE•. 2) 2" .: RIGID STYROFOAM BOARD :.. 3) iFf LTER FABRIC (1YPAR OR E T)— CUT TO FIT TIGHTLY AROUND PIPING PENETRATIONS. (BY GONTRAcTOR) +) i^IBERGL}1S5 ;PtPE ANI3 FITTINGS TO BE A.Q. SMITH QR AMERON. FITTINGS MAY NOT BE 'AXED. USE ALCOHOL COMPATIBLE . SYSTEM INHERE' REQUIRED:. 5) SLIDE BACK EXCEPT TO TEST. 6) SLOPE. - CONCRETE AWAY FROM ALL MANHOL 1" RISE OV 1 N6 RUN. •7) WTI MESH AND RE3NFORCIMG BARS TO ;BE A MAXIMt1M OF 4" FROM TOP ` OP . CONCRETE. B). TANK BOTTOMS SHALL BE INSTALLED LEVEL, 9) SLOPE SIDES OF ,IAN HALE OR USE SHORING FOR ALLE TANK EXCAVATIONS IN ACCORDANCE -WITH OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR 'PART 1928 SUBPART P, OSHA STANDARDS- EXCAVATIONS; r1NAi. RULE OCTOBER 1, 1989. 10) UE E :. CLE FOR ASPHALT YARD ONLY. 11) REI ;.ORCE CONCRETE SLAB AROUND MANHOLE WITH 4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM sL)S. 12) COND' IITS OF FOR WIR ING OF SENSORS AND PROBES ARE TO BE. SEPARATED FROM OTHER WIRING. WIRES MUST BE SIZED ACCORDING TO MANUFACTURE'S SPECS. 13) SEAL AND PLUG. UNUSED OPENINGS. 1 4) MINIMUM BEND RADIUS 8" . . 15) INTERIOR OF FIBERGLASS DRIP BQX TO BE FILLED WITH PEA GRAVEL BACKFILL TO SHEAR. VALVES. 16) ONE 6" OBSERVATION. WELL. DEPTH SHALL BE 24" BELOW TANK. WELL SHALL BE PLACED IN CORNER WITH LOWEST ELEVATION. DO NOT USE PVC CEMENT. 17) 3/4" CONDUIT FROM EACH SUBMERSIBLE TO BUILDING.. TERMINATE WITH SEAL—OFF PER NFPA SPECIFICATIONS. 1 8) 3/4" CONDUIT ` .FOR ELECTRONIC TANK . GAUGE. LOOP. CONDUITS BETWEEN TANKS, THROUGH JUNCTION , BOX, SEAL OFF HOME RUN AT BOTH TANK AND BUILDING. D0 NOT, PIPE INTO WIRING TROUGH. 19) 3/4" CONDUIT FOR CONTAINMENT SUMP SENSORS. LOOP CONDUIT BETWEEN CONTAINMENT . SUMPS, THROUGH. - JUNCTION BOX. SEAL OFF :HOME RUN. • AT BOTH TANK AND BUILDING. DC? NOT :.PIPE INTO WIRING TROUGH. . 20) f..4" CONDUIT FOR DRIP BOX SENSORS. LOOP CONDUI BETWEEN BOXES, THROUGH JUNCTION SENSORS. , . WITH SEAL, OFF AT EACH ENTRY. DO NOT PIPE INTO WIRING TROUGH. (SEE PLOT: PLAN FOR ' CONSOLE LOCATION) PROVIDE 6 CLEARANCE BETWEEN MANHOLE • LID AND TOP. OF RISER FOR TANK GAUGE. ALL PENETRATIONS MtJST BE PERPENDICULAR TO CONTAINMENT SUMPS AND DRIP BOXES. SECURE SHEAR VALVE TO BRACE. VENT PIPING CONTAINMENT TO BE - PROVIDED ONLY WHEN REQUIRED BY LOCAL CODE, R GU LAR UNLEADED WHITE W/©IACK CROSS REGULAR LEADED BLUE PLUS UNLEADED — aLuE W/WHI T E CROSS SUPER UNLEADED — RED W /W!•s'JTE CROS`7 *DIESEL — YELLOW *KEROSENE — BROWN *HEATING C — GREEN *USED Ost — BLACK - .VAPOR REC Y1ERY ORANGE . *OBSERVATION WELL. — BLACK TRIANGLE ON WH TE BACKQROUNU SUBMERSE/LE PUMPS - GRAY ' "TANK GA .;E — GRAY *PAINT SURR NO/NG 3' ' Or CONCRETE PAD TO MATCH. 28) PIPING SHAL1. BE . LAID AND CONTINUOUSLY SUPPORTER ON A 6 COMPACTED BEDDING OF PEA GRAVEL. • NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS.. PROVIDE 6" CLEARANCE BETWEEN TOP OF' TEST WELL CAP PLUG AND GRADE. CUT AND POSmON FILL TUBE WITH ANGLE AWAY FROM SUBMERSIBLE PUMP. INSTALL TANK ID. MARKERS IN THE SPILL CONTAINMENT MANHOLES AROUND FILL RISERS. MANHOLE COVERS SHALL BE PRIMED AND PAINTED ACCORDING TO THE FOLLOWING SPECIFICATIONS: • 29) VENT LINE SHOULD STAND NO LESS THAN 4' • Ff3C5 M OUTSIDE EDGE OF CURB. 30) INTERIOR OF FIBERGLASS CONTAINMENT SUMP TO BE CLEAR OF PEA GRAVEL, TRASH AND ANY TYPE OF LIQUID. 31) REAM ALL RISERS FOR FULL PIPE ADORE. RETAIL MARKING . DESIGN AND • ENGINEERING 200. PUBLIC SQUARE. CLEVELAND, ' OHIO 44114 WASHINGTON SINGLE WALL FIBERGLASS TANK AND LINE DETAILS `5WASWT1 :'; Y 4 1( 1 1rtot.0 . 03K+ :• , 5' - 5" 1 • •••••oul lli .* 1 iA .... ..,...4 . ,„•._ • _,,.., a‘ — t . : N, — mall me P- . MI ,,,, .• •J• •••• • •• •• •• , ••• • I,“ Ar: t, At..., „. —0..04 .4..... - ...I; • !!! A iff va , , AV Ay, 1 ..:,:o• riv, it" 4Y. t • ogi ,TV • A I I • ..., d 1 . vi . . M O \\■" 1111 Air 1 / Aviv .1elllion, , rn 8 " . • f 13" . . . ... 32" 10" CONCRETE SLAB *GILBARCO ADVANTAGE DISPENSER *NOTE: CONFIGURATION SHOWN IN THIS DETAIL IS FOR A GILBARCO "ADVANTAGE" DISPENSER. FOR GILBARCO "MPD-3", WAYNE " DL390" AND "V390" DISPENSERS REFER TO DRAWING • 15R–S2VR–WW 2/2. **NOTE: . • INSTALL • TRAFFIC BEARING. PLATE TO PROTECT LATERAL PIPING • DURING CONSTRUCTION. ***NOTE: PROTECT MAIN PIPING UNTIL SLOPING PIPE REACHES THE MANUFACTURE'S MINIMUM BURY • „DEPTH. • . 91 SIDE PEA GRAVEL- 8" • - 18" -2 I 22" EXPANSIO JOINT GILBARCO PIPING UNIONS 3/4" CONDUITS [- FOR DISPENSER "N.. DRIP BOX SENSOR SLOPE CONCRETE AROUND ALL MANHOLES RISE OVER 12" RUN PLANI DETAIL_ 0 PLitviP BOX 1.-0 , 13 1 2" • 18 1 2" • y. ik 2" STEEL PIPE PLUG DISPENSER OUTLINE _ 4 . 1/4" HOLE FOR WESTERN FIBERGLASS PENETRATION BOOT (TYP.) 110) )111[04 0 16 7145 INCH 1 ( 06 EIZ 86 LZ 9Z GZ VZ 'CZ ZZ 11111111111111 - ; iffoa cc= SLOPE CONCRETE AROUND ALL MANHOLES 1" RISE OVER 12" RUN DEADMAN ANCHORING NOTES: 1. TANK ANCHORING REQUIRED ONLY WHEN A HIGH WATER TABLE IS ENCOUNTERED. 2. INSTALL. DEADMAN ANCHORS PER TANK MANUFACTURE'S INSTALLATION INSTRUCTIONS. . 12" 12" 3, DIMENSIONS OF DEADMAN FOR 8' DIA. TANK ARE 12x12". IF ONE DEADMAN IS USED FOR ADJACENT TANKS IT MUST BE DOUBLED IN WIDTH TO 1n24. • . • • 4. TOTAL LENGTH OF DEADMAN Is ir GREATER THAN OVERALL LENGTH OF TANK. 5. EACH • TANK REQUIRES A DEADMAN ON EACH SIDE. B. FOUR (4) 'HOLD DOWN STRAPS REQUIRED FOR 10.000 AND 12,000 GALLON TANKS. (LOCATION PER TANK MANUFACTURER) 7. DO NOT USE STRAPS OR CABLES BETWEEN RIBS. 8. FASTEN WIRE WITH AT LEAST THREE (3) CLAMPS AROUND DEADMAN AND THROUGH THE END POINT OF THE HOLD DOWN STRAP. CLAMPS SHALL BE ALTERNATED - ma FROM EACH OTHER. 9. CONNECT ALL CABLE AND STRAP WITH TURNBUCKLES ' (OPTIC/NAL). THEN TIGHTEN UNIFORMLY WITH OTHER STRAPS. STRAPS SHOULD 8E• SNUG BUT CAUSE NO TANK DEFLECTIONS. DEFLECTION CAN BE DETECTED BY CHECKING TANK DIAMETER WITH 'A GAUGE STICK BEFORE AND AFTER SNUGGING STRAPS. 10, WIRE ROPE MINIMUM 1/2* DIAMETER. 11. TURNBUCKLES: HOOK TYPE 1 1 /4' • DIAMETER JAW TYPE - 3/4 DIAMETER EYE TYPE - 3/4" DIAMETER TANK OBSERVATION WELL NOTE: INSTALL TANK OBSERVATION WELL ONLY WHERE REQUIRED BY LOCAL ORDINANCE. - PAINT GRAY FREE STANDING PROFILE tZ OZ 61. 81. L 9L GI. 'fl el u ot, 6 1 • 7:■••:! 11--1/i- 4 Oil ' 1 ' I I : 1111 i t I 111,11 '4) • 4 5 6 7 8 9 NOTE: if the microfilmed document is iesq clear than this notice, it is due to the quality of the original document. \_ PEA GRAVEL PVC CAP, SCREWED ON 44 L STRAP VENT • ./ LINES TOGETHER SINGLE 'WALL STAGE II VAPOR RECOVERY LINE (MARK TO SEPARATE • FROM PRODUCT LINES) PLAN ViEw VENT RISER DETAILS 3/4" =1' –0" • :14, • 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 10 L. 9 Ss/C " 1 , 111 , 111, :tilittkj1 1 , 1 1 1 )1 111 )J , 1111 11 111 , 1 11 11 11 1 1/1 , i 1 111 . 11111111j11 . 1i11111111111111 ' .01 III•2111110. II 1 0 AP MUM PLAN VIEW SLOPE TO TANKS LINE OBSERVATION WELL 8' DIA. SINGI.E WALL FIBERGLASS TANK • FIBERGLASS 'HOLD DOWN STRAPS ROUBLE WALL, PRODUCT PIPING WALL MOuNTED PRORLE GRADE TURNBUCKLE (3) CABLE • CLAMPS 1/2" DIA. WIRE ROPE \— CONCRETE DEADMAN ANCHOR REINF. W/2 #5 REBAR CONT. Te4B AND #3 TIES 24" O.C. FIBERGLASS SUMP UNITS ARE TO BE SEALED PER MANUFACTURE'S INSTALLATION INSTR:JCTIONS. STAGE il VAPOR . RECOVERY • . REFER TO DWG. 15R–S2VR–G/W FOR COMPLETE DETAILS. , DWG. NO.: 15-WA 2/2 IREV.: SCALE: 1" =1'--0" J cF DATE: 1-1-92 CHECK'ED BY: M.S. REVISIONS T DATE DWN CKD • 'RETAIL MARKETING DESIGN .AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 • 1 = 1' –0" NOTE:. - NUMBER AND LOCATION OF LINE . OBSERVATION WELLS PER PLOT 'PLAN. airOMMIP111.11.0011 Ws11•07NCOVZIK,15111.1001.11 BUILDING WALL itteDBIA_TL • . TANKS ARE TO 'RE INSTALLED AND TESTED PER CURRENT *MANUFACTURER'S INSTRUCTIONS. • . GENERAL: • EXCAVATE FOR, SET AND FILL AROUND ALL UNDERGROUND TANKS AS SHOWN ON DRAWINGS AND SPECIFICATIONS. TANKS ARE TO BE E3ALLASTED WITH GASOLINE' OR WATER AFTER INSTALLATION AND BACKED:L. WHERE THIS DRAWING IS IN CONFLICT WITH THE LOCAL REGULATIONS,. LOCAL REGULATIONS WIEL SUPERCEDE THIS DRAWING W THEY ARE MORE STRINGENT. ' PEA GRAV AL FILL: • USE PEA • GRAVEL (ROUNDED PAFMCLES) WITH A MINIMUM • DIAMETER OF 1/8" -AND • MAXIMUM DIAMETER • OF 3/4". STONE CRUSH!NGS SHOULD BE WASHED AND FREE FLOWING. ANGULAR PARTICLE -SIZE SHOULD BE BETWEEN .1/8 AND 1/2" AND MUST MEET ASTM C-33 PARAGRAPH 9.1 REQUIREMENTS. T Allii‘NUNM3B%ER OF S BA IEv CK E IF . LL MATERIAL SHALL PASS MO:MN G: . . IF NECESSARY, TANKS ARE TO BE ANCHORED PER MANUFACTURER'S SPECIFICATIONS. CONSULT WITH OWNER'S nap REPRESENTATIVE TO DETERMINE IF ANCHORING IS TO BE INCLUDED. (STRAPS PROVIDED BY OWNER) TANKILS,._ TANKS MUST BE TESTED ACCORDING TO. CURRENT MANUFACTURER'S PROCEDURE.S. NOTE THAT PROCEDURE VARIES BETWEEN MANUFACTURERS. IMMEDIATELY BEFORE INSTALLATION, ALL UNDERGROUND STORAGE TANKS SHALL BE TESTED ABOVE GROUND WITH 5 PSI AIR PRESSURE. AFTER INSTALLATION MD BACKFILL TO TOP OF TANK • AND INSTALLATION OF PIPING CONNECTIONS, ALL UNDERGROUND STORAGE TANKS SHALL AGAIN BE TESTED WITH AIR PRESSURE AT 5 PSI WITHOUT PRODUCT AS BALLAST. AFTER COMPLETION OF ALL YARD PAVEMENT WORK, INCLUDING TANK PADS AND PUMP ISLANIDS, A PETROTITE (OR APPROVED EQUIVALENT) TEST SHALL BE PERFORMED AT THE EXPENSE OF THE OWNER ON THE TANK, PRODUCT AND VENT LINES.(NITROGEN TEST FOR - ,'APOR RECOVERY PIPING) CONTRACTOR SHALL COMPLETE THE TANK MANUFACTURER'S CHECKLIST AND SUBMIT THIS LIST TO THE OWNER'S REPRESENTATIVE. PIPING PIPE: FIBM6LASS PIPE TO BE SMITH FIBERGLASS PRODUCTS RED THREAD IIA OR AMERON (BRANDS MAY NOT BE MIXED, INSTALL PER MANUFACTURER'S RECOMMENDATIONS). STEEL PIPE TO BE SCH. 40 •QALV. ALL PIPING AND GLUE TO BE ALCOHOL COMPATIBLE,, WHERE REQUIRED. PREFERED SECONDARY PIPING IS SMITH ' FIBERGLASS TELESCOPING SYSTEM IF SMITH PRIMARY PIPING IS IN USE. ETF. ,K ...,NNT SEAL: , . , , . GASOILA SOFTSET SHALL BE USED ON ALL ST PIPE FITTINGS AND THREADED METAL CONNECTIONS. ALL PIPE AND PIPING • SHALL BE AS NOTED - ON DRAWINGS. SPACE PIPING IN TRENCHES 0 'Er. 0.C. TANK VENTS:. . • . ALL TANK VENTS SHALL BE 2". BACKFILL: I BACKFILL OVER PRODUCT AND VENT LINES IN TRENCH SHALL BE CLEAN COMPACTED PEA GRAVEL. PIPING , SHALL BE LAID • AND CONTINUOUSLY SUPPORTED ON 6" OF . COMPACTED Pa GRAVEL. NO PIPING SHALL BE SUPPORTED BY BLOCKS. PLANKS • • oft oftiER DEBRIS_ SLOP: ALL PIPING MUST SLOPE TO UNDERGROUND TANKS. PIPE TESTING: EACH PIPE • SYSTEM, PRODUCT PIPING AND VENT PIPING, SHALL BE PRESSURED TO ,.., 50 PSI AND MA:NTAINED AT THAT PRESSURE FOR 24 HOURS BEFORE BACKFILLING AND FOR 24 'HOURS AFTER BACKFILLING. IF NO • PERCEPTIBLE CHANGE IN PRESSURE HAS OCCURED AT THE END OF THE TEST PERIOD, THE SYSTEM SHALL BE CONSIDERED INITIALLY ACCEPTABLE. THIS SAME TEST 'SHALL 'BE PERFORMED AFTER BACKFILLING. . • IF DOUBLE WALL PIPE. IS USED, THE SECONDARY .PIPE IS TO BE. PRESSURE TESTED AT 5 PSI. FOR 60 MINUTES BEFORE BACKFILLING AND 60 MINUTES AFTER BACKFILLING. I CONCRETE . CONCREIh. USED SHALL MEET BP STANDARD SPECS., DRAWING BP–S-1, SECTION 1.01. . .SUMP UNITS aii d+kkJ 6 r7{}tr f 4 :€p ,. ,,r . i s , rr :- >t rr . 0 j. l 24" MIN. T 1- w 0 1.411111 • I 4 ei ! 4 C 4 2' - - 1 - 9l i „ I —_ _ z. 11' -7 1/8" TANK PLAN VIEW LIFTING LUG 2' - 9" TANK ELEVATION 1 6 ,.= �7� �s -ate' CQ r - ! I 0 \ A -G " MIN TO BUILDING TO VENT RISER _ 8" THICK CONCRETE SLAB RENNE•. W /6x6 - -#6 WWF NOO 1 1,000 GALLON DOUBLE WALL FIBERGLASS TANK - XERXES OR 0 \C 2 22" 0 MANWAY AND 28" 0 COVER WITH (3) 4" NPT FITTINGS AS SHOWN 3 VENT VALVE ASSEMBLY /FLOAT VENT VALVE OPW 233VM-- 6045/53VML -3120 WITH STEEL PIPE PLUG 36" DIA. SPILL CONTAINMENT MANHOLE- - POMECO 511-Y-2 18" DIA. MANHOLE- -• POMECO 110- 1 8WT MAGNETORESTRICTIVE PROBE - GILBARCO EMC ANN' 'L AR SPACE SENSOR - GILBARCO EMC JUNCTION BOX- CH GUP215 SEAL OFF- -• CH EY62 FIBERGLASS REINFORCED PPE 2" FRP ADAPTER- BELL x NPT MALE 2" FRP x 45' ELBOW 4 " NPT FITTING ON TANK 2" STEEL PIPE NIPPLE SCH. 40 GALV. 2" STEEL COUPLING SCH- 40 CAL-V. 2" DIA x 90' GALV. STEEL ELBOW 2" DIA. x 45' GALV. STEEL ELBOW STEEL PIPE SCH. 40 GAL.V. 2" VENT CAP— OPW 23 OR EDUA;_ 4" STEEL PIPE CAP SCH- 40 GALV. 4" STEEL RISER SCH. 40 GALV. (LENGTH AS REQUIRED) 22 42" DIA. FIBERGLASS CONTAINMENT SUMP XERXES OR 0/C SUPPLIED BY OWNER OWNER OWNER OWNER OWNER OWNER 10 11 12 13 14 15 16 1 7 18 19 20 21 23 31' DIA. FIBERGLASS SUMP RISER XERXES OR 0/C 24 2" PENETRATION BOOT- RET -8408 WESTERN FIBERGLASS 25 3/4" UNISEAL GROMMET OR EQUAL CWNER - CONTRACTOR Y CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR OWNER ..._ CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR OWNER OWNER OWNER CONTRACTOR BP OIL CO. RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 WASHINGTON DOUBLE WALL FIBERGLASS USED OIL TANK DETAILS DWG. NO.: 15— WA —WO/ 1000 'REV.: SCALE: 1 =1' - -0" (PLOT)" MADE BY: TAIT /CF DATE: 1 -1 -92 CH BY: M.S. REVISIONS DATE DWN I CKD -. EQUIPMENT DESCRIPTION SEE PLAN VIEW -\ SLOPE TO TANK TANK SLOPE TO TANK ST RAP LINES ---�` TO BUILDING WALL MOUNTED PROFILE � lil►I lililf I11 111 III III 1(1 Gil lil III 111 Iii Ijl 111 l'.i 1I1 f If1 II it ll .. ' +I I t. i III I I iIt f' 0C 6Z 8G LZ 9Z SZ f'Z CZ �Iilil l! Ilill! IILIII�IIiIl 11IIIIIIIIIIIIIiI! Il ill l�Ifll lflifllllll #(Illlilli •4I_F U 2 11/V3 4 5 6 7 8 ' NOTE: I£ the microfilmed document is less clear than thin it is due to the quality of the original document. 4 10 11' MADE R1 GRMANY 12. 61 81 Ll 91 GI fit C1 Zt tt 01, 6 8 L i 9 S fj C Z L raw 0 I tti/ RAI I 11101,1111 !!!i1 . - 1l i!JIIJII i! ilil t I IIIIi VENT RISER DETAILS 1 " -1 -0 to sez .o( z 'to PLAN VIEW 0 GRADE —J z 0 J co naaampprommillwasoe GRADE � — NOTES 1) ALL TANKS SHALL BE INSTALLED BY A CERTIFIED INSTALLER PER MANUFACTURE'S INSTRUCTIONS AND APPROVAL OF OWNER'S FIELD REPRESENTATIVE. 2) USE PEA GRAVEL (ROUNDED PARTICLES) WITH A MINIMUM DIAMETER OF 1/8" AND MAXIMUM' DIAMETER OF 3/4 " 3) SLOPE SIDES OF TANK HOLE OR USE SHORING FOR ALL TANK EXCAVATIONS IN ACCORDANCE WITH OSHA CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 SUBPART P, OSHA STANDARDS - EXCAVATIONS; FINAL RULE OCTOBER 1, 1989. 4) SLOPE TANK DOWN 2" TOWARDS ANNULAR SPACE MONITOR. TANK ANCHORING SHALL BE DONE ACCORDING TO TANK MANUFACTURE'S SPECIFICATIONS. THE OWNER'S FIELD REPRESENTATIVE WILL DETERMINE THE NECESSITY OF ANCHORING AT A GIVEN SITE. 5) FIBERGLASS PIPE SHALL BE A.O. SMITH OR AMERON. (BRANDS MAY NOT BE MIXED) INSTALL PER MANUFACTURE'S RECOMMENDATIONS. STEEL PIPE SHALL BE SCH. 40 GALV. 6) GASOILA SOFTSEE SHALL BE USED ON ALL STEEL PIPE FITTINGS AND THREADED METAL CONNECTIONS. 7) REAM ALL RISERS FOR FULL PIPE BORE. 8) SLOPE VENT PIPING TO UNDERGROUND TANK. 9) SPILL CONTAINMENT BOX COVER SHALL BE t PRIMED AND PAINTED BLACK. 10) SLOPE CONCRETE AROUND MANHOLES 1" RISE OVER 12" RUN. 1 1) REINFORCE TANK PAD AT ALL MANHOLES WITH 4 -//4 RF-BARS BY 60" IN LENGTH. PLACE REBAR AT 6" FROM MANHOLE. 12) 3/4" CONDUIT FOR MAGNETORESTRICTIVE PROBE AND ANNULAR SPACE SENSOR. 13) 2" RIGID STYROFOAM BOARD. 14) VENT PIPING SECONDARY CONTAINMENT TO BE PROVIDED ONLY WHEN REQUIRED BY LOCAL CODE. 15) VENT PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON 6" OF COMPACTED PEA GRAVEL. BACKFILL OVER VENT LINES IN TRENCH SHALL BE CLEAN COMPACTED PEA GRAVEL. 16) XERXES TANK IS DEPICTED ON THIS DRAWING. FOR 0/C TANK CONFIGURATION REFER TO THE MANUFACTURE'S SPECIFICATIONS. 17) TANK AND PIPING, TEST: IMMEDIATELY BEFORE INSTALLATION, THE OUTER AND INNER WALL SHALL BE AIR PRESSURE TESTED AT 5 PSI PER THE MANUFACTURE'S SPECIFICATIONS. NEVER CONNECT THE AIR SUPPLY DIRECTLY TO THE ANNULAR SPACE. USE SOAP AND WATER AND MONITOR THE GAUGE TO CHECK FOR LEAKS. AFTER INSTALLATION BELOW GROUND AND FOLLOWING BACKFILL TO TOP OF TANK AND INSTALLATION OF PIPING CONNECTIONS, ALL UNDERGROUND STORAGE TANKS SHALL BE TESTED WITH AIR PRESSURE AT 5 PSI WITHOUT PRODUCT AS BALLAST. CONTRACTOR SHALL COMPLETE THE TANK AND FIBERGLASS PIPING MANUFACTURE'S CHECK LIST AND SUBMIT THIS LIST TO THE OWNER'S REPRESENTATIVE. VENT LINES SHALL BE TESTED WITH AIR PRESSURE AT 50 PSI BEFORE BACKFILLING USING SOAP AND WATER OR OTHER OWNER APPROVED METHOD OF DETECTING LEAKS. AFTER COMPLETION OF ALL YARD PAVEMENT WORK, A . PETROTITE (OR APPROVED EQUIVALENT) TEST SHALL BE PERFORMED AT THE OWNER'S EXPENSE. AIR TESTS SHALL BE MAINTAINED WITHOUT FALL -OFF IN PRESSURE FOR A MINIMUM OF 60 MINUTES. ALL TES i S SHALL BE MADE IN THE PRESENCE OF THE OWNER'S FIELD REPRESENTATIVE. 18) GALVANIZED PIPE AND FITTINGS EXPOSED TO BACKFILL MATERIAL SHALL BE TREATED BY COATING WITH COAL TAR EPDXY. 15WAD TK I 4! ST TANK PAD PEA,. GRAVEL BACK FILL SUBMERGED PUMP rJ CONTAINMENT SUMP 2" FRP VENT LINES TO VENT RISERS FRP PRODUCT LINES MAIN VAPOR RETURN LINE NOTE: This DETAIL TO BE USED ONLY IF PROPER SLOPE OF THE MAIN VAPOR RECOVERY. LINE CANNOT BE ATTAINED. _ NEW OR EXISTING SINGLE &' DUAL STAGE II PIPING PLAN NO SCALE FRP PRODUCT LINES NEW OR EXISTING . PAPD INSTAL 3" FRP VAPOR RETURN UNE ISLAND PIPING UNIONS BY GILBARCO 9 15 16 . 11 7 8" 11 7 8" 2". FRP VAPOR RETURN LATERAL SINGLE OR DUAL DISPENSER "B" SIDE ' .SIDE s -pox_ �i r- Q.rti�✓ ) J. . r .5ar1P.�• ISLAND & DISPENSER 2" FRP VAPOR RETURN LATERAL STAGE II PIPING CONNECTION KIT BY GILBARCO PUMP OX (TYP.) DRIP BOX (TYP. ) SAWCUT 4 1 /4" DIA. HOLE FOR ENVIRON FLEXIBLE ENTRY BOOT (TYP,) OC 6Z SC LZ 9Z 9 +iZ CZ IIIIIIII IIIIIIIIIIIIIIIIIIIIl III 111III IIIIIIIIII!IIIIIIIIIIIIIIIIIN.1 I II1 1 111 1 111 1 1 I I 1 111 1 111 1 111 1 111 1 111 1 1 1 1I.1 1 J 1 1 -- STAGE I RISER ILL RISER TANK GAUGE RISER STAGE II PIPING CONNECTION KIT BY GILBARCO " A" SIDE (J BOX SIDE PIPING PLAN GILBARC9. ADVANTAGE MPD 1 /2" .1' -Cr n I T 5" 13 1 2 18 11 . 5" 1 . II IIII IIII(I 4 5 6 E 7 NOTE: If the microfi d docuient is less clear notice, it is due to the quality of the original ELEVATION GILBARCO ADVANTAGE MPD 1/2" =1' -0" r 8" 1 " STAGE II PIPING CONNECTION GILBARCO ADVANTAGE MPD 1" 1' - 0" la ()3 61. el Ll 91 9t t1 £t Zt tt 01, C 3 COAXIAL HOSE x 8' -O" LONG WITH VENTURI 0 31" _ DAYCO PETROFLEX 2000 OR GOODYEAR MAXIM PLUS 4 EMCO-- WHEATON A-- 4001 FOR USE WITH " MPD-3" WITH A -227 CHECK VALVE. EMCO WHEATON A-4005 FOR USE WITH "ADVANTAGE" • ,MPD OR HUSKY COAXIAL VALVE 3030 WITH 12" HUSKY COAXIAL WHIP HOSE 5 HOSE RETRACTOR ASSEMBLY POMECO HIMAST 73" . 6 GASOLINE CONNECTION HOSE 7 HOSE CLAMP DAYCO . T >� BREAKAWAY COUPLING - EMCO WHEATON VALVE A4019-002 WITH 12" WHIP HOSE 9 1" STEEL PIPE NIPPLE SCHEDULE 40 GALVANIZED O 1 1 ' 2" STEEL UNION . 11 r STEEL UNION r FIBERGLASS PIPE • (FRP) A.O. SMITH OR AMERON 2" FIBERGLASS PIPE (FRP) A.O. SMITH OR AMERON 1 1X 3/4" GALVANIZED REDUCER NPT FEMALE X NPT MALE 3/4" :STEEL 90' ELBOW 3 4 STEEL PIPE NIPPLE 3/4" STEEL UNION 3" FRP SCREW ON CAP 3" FRP TEE 3/8" COPPER SYPHON TUBE FIBERGLASS VAPOR TRAP - WHITE MARSH 1 MANHOLE- POMECO 110-12, CNI 214 -R12 OR EQUAL 1!L.1I I! i� �! �II': � �11I1I1 1I IIII I �I il�illll!� II Iill�l l�JiI!!IiI�ll 11111��II II IiII,II11�i i III�IIIll�l iln IIIII. "B" SIDE (1) 1" CONDUIT FOR DISPENSER PRODUCT LINES (1) --1" CONDUIT FOR DISPENSER PIPING UNIONS BY GILBARCO 4j1 41111IIIIII1IIIII ;111111III 10 11 ► feeRi 124 9 s 7 e z lWW 1! 11111I 1111111111111111ll 111111111i111111l CONTRACTOR CONTRACTOR OWNER OWNER CONTRACTOR OWNER CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR OWNER S FIBERGLASS PIPE (FRP A.O. SMITH OR AMEROIJ 2" F IBERGLASS PIPE . (f RP) • • A.i). SMITH OR AMERON 3 CL''t8 PUMP HOSE ASSEMBLY . 10 x 5/8" COUPLER 3/4" MxM FOR USE WITH BREAKAWAY . IRPCO STEELFLEX OR GOODYEAR FLEXSTEEL NOZZLE -- . OPW 11 -9 OR HUSKY 1 +X HOSE RETRACTOR. ASSEMBLY . POMECO HIMAST 73" GASOLINE. CONNECTION HOSE HOSE.: CLAMP -- DAYCO BREAKAWAY COUPLING - ' HUSKY SAFE --T -BREAK 2273 WITH 14" HUSKY WHIP HOSE OR OPW VALVE 66V WITH 14" OPW WHIP HOSE 1" PIPE NIPPLE SCHEDULE 40 GALVANIZED 1 1/2" STEEL UNION 1." STEEL UNION 1 1/2" X 3 4" GALVANIZED REDUCER N T FEMALE X NPT MALE 3/4" STEEL 90' ELBOW 4' STEEL PIPE NIPPLE . 3/4" STEEL UNION . 3" FRP SCREW ON CAP 17 3" FRP TEE 18 3/8" COPPER SYPHON TUBE 19 FIBERGLASS VAPOR TRAP- WHITE MARSH 20 12" MANHOLE- POMECO 110 -12, CNI •214 -R12 OR EQUAL 3S' •FRP VAPOR RETURN LINE • 2" FRP VAPOR RETURN LATERAL (1)- 1" CONDUIT STAGE • H PIPING : CONNECTION SINGLE lit DUAL DISPENSERS 1 '" '' 1`S Z • of 01 l CONTRACTOR CONTRACTOR OWNER 'OWNER CONTRACTOR OWNER CONTRACTOR CONTRACTOR 'QNTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CO NTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR CONTRACTOR OWNER OWNER MAIN • VAPOR RETURN D L A M M R USE 2" DIAMETER' FRP PIPE BETWEEN MAIN RETURN LINE AND DISPENSER, SLOPE VAPOR RETURN .LINE NOT LESS THAN '1/8" PER FOOT AND NOT MORE THAN 1/4 PER FOOT FROM DISPENSERS TO TANKS. NO AIR OR LIQUID TRAPS ARE ACCEPTABLE. FIBERGLASS PIPE AND FITTINGS TO BE A.O. SMITf•H OR AMERON. FITTINGS MAY NOT BE MIXED. 4 , STEEL PIPE SHALL : BE: SCHEDULE 4Q GALVANIZED. STEEL FITTINGS SHALL RE CLASS • 150. ' USE GASOILA SOFT SET FOR PIPE JOINT SEAL. 5. VAPOR RECOVERY PIPING SHALL BE LAID AND CONTINUOUSLY . SUPPORTED ON A 6" BEDDING OF PEA GRAVEL TRENCHES SHALL BE QACKEILLED COMPLETELY TO THE UNDERSIDE OF PAVING WITH PEA GRAVEL. NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS OR OMEt : DEI#RIS. 6. CONNECT UNDERGROUND STAGE III PIPING TO MPD DISPENSER PIPING DURING CONSTRUCTION FOR BOTH IMMEDIATE AND FUTURE USE. SCALE: DATE: 7. FOR SINGLE AND DUAL DISPENSERS, STUB UP THE PIPING AND CAP OFF WHEN PIPING WILL NOT BE USED IMMEDIATELY. 8 . SAFETY BREAKS ARE TO BE INSTALLED, 9, AIR PRESSURE TEST . THE STAGE It VAPOR RETURN LINE FOR ONE HOUR AT 50 PSI. BRUSH A SOAP AND WATER SOLUTION ON EVERY FITTING AND INSPECT FOR AIR BUBBLES. AFTER BACKFILLING THE TRENCHES, BUT BEFORE PAVING AND SETTING THE DISPENSERS; PERFORM THE "PRESSURE DROP DURING FLOW TEST" AND THE " BLOCKAGE TES1" ACCORDING TO THE REQUIRED LOCAL PROCEDURES. RECORD BACK PRESSURES MEASURED DURING BOTH TESTS WITH FLOW RATES OF 60 CFH AND 100 CFH ON THE DATA SHEETS PROVIDED. BACK PRESSURE MAY NOT EXCEED 0.45 INCHES OF WATER AT A FLOW OF 60 ECFH OR 0.95 INCHES OF WATER AT A FLOW OF 100 MS. IF LIQUID BLOCKAGE IS . INDICATED, MAKE NECESSARY. REPAIRS OR ADJUSTMENTS TO ELIMINATE THE BLOCKAGE. REPEAT THE ",PRESSURE DROP DURING FLOW TEST" AND THE "BLOCKAGE TES1" AFTER COMPLETION OF THE YARD WORK AND INSTALLATION OF DISPENSERS. SUBMIT COMPLETED TEST DATA Si1EETS TO THE FIELD ENGINEER FOR APPROVAL. • 10. STAGE II FLEXIBLE CONNECTOR TO BE CONTAINED WITHIN DISPENSER DRIP BOX. . FOR , SITES WITH NO CONTAINMENT BOX, THE FLEXIBLE CONNECTOR MUST BE ISOLATED USING AN ISOLATION SLEEVE, 11. EXTEND COPPER SYPHON TUBE TO SUBMERSIBLE PUMP AND CONNECT PER PUMP MANUFACTURER'S INSTALLATION INSTRUCTIONS. . RETAIL MARKETING . DESIGN AND ENGINEERING 200 . PUBLIC SQUARE . CLEVELAND, OHIO 44114 1 2" =1' PLOT . i MADE •BY: TAIT CF 11- 1--91 CHECKED BY: DATE DWN C:KD : r i , • EvieFA : { j i - 3 • ASPHALT DRIVE _ --� WATER METER �--- -� PROPERTY LINE SEE PLOT PLAN FOR PITCH AND FINISH GRADES �-- 8 "CONC. SLAB . - 6'HIGH ENCLOSURE SEE "INSTRUCTIONS TO BIDDERS" FOR MATERIAL W000 GATE SHALL BE FRAMED WITH 2 "o GALV. STEEL PIPE. GATE TO INCLUDE 3 "0 TERMINAL POSTS • AND.' HARDWARE. 16" STREET CURB WWF 6X6- W2.9XW2.9 —' SECTION CONCRETE APPROACH & ASPHALT DRIVE FEBCO BACKFLOW PREVENTER MODEL #825Y SEE SIDE VIEW 30 "MAX. 12 "MIN. BACKFLOW PREVENTER TO SPRINKLERA 4 - 4 DIA. ;STEEL POS TS, 7 LONG, , 3' BURIAL DEPTH, FILLED W/ CONCRETE PLAN... -. RUBBISH ENCLOSURE Plir 8" REINFORCED CONCRETE PAD FINISH STREET -- PROTECTIVE • ENCLOSURE 'YYlWxlrWNt•ittiY 0 U 0 e 1 N 22 EXPANSION JOINT i n l i 1 - vim 6" CONC. SLAB WWF 6X6- W2.9XW2.9 SECTION CONCRETE APPROACH & CONCRETE DRIVE WWF 6X6- W2.9XW2.9 FIN. GRADE STATES VARIES SEE ---- PLOT PLAN ---- PROPERTY LINE SEE PLOT PLAN FOR PITCH AND FINISH GRADES 1 8 CONC. SLAB i r T 1I 1 1 CONCRETE SLAB -, J EXPANSION JOINT dr SECTION EXPANSION JOIN F iN CONCRETE SLAB TABLE 1 FINISH STREET --1 ,1'_0; 6" STREET CURB 3 "RIGID BOARD STYROFOAM UNDER WALK AL, FL, GA, MS NO NC, SC, TN NO ALL OTHERS YES SEE PLOT PII.AN WWF 6X6- W2.9XW2.9 i 4 "CONC. WALK SLOPE ' /4" PER FOOT • 12 GA. STEEL CURB FACLNG 13" HIGH `13 -1 X .— siqr --- STYROFOAM SEE TABLE 1 ABOVE SECTION BUILDING SIDEWALK BLDG. CONCRE1E. SLAB --1 cam: l 1 H 1 0 • 1 /4 " R. /vwr 6 X6- W2.9XW2.9 SECTION <EYE D CONSTRUCTION JOINT IN CONCRETE SLAB 2 GAUGE GALVANIZED METAL GUARD RAIL - !301_ TED TO METAL POSTS PER STATE )11D AR TMEN T Or TRANSPORTATION SPECS. 1 Hft / _ i � 1 1 11 '11-, 1 Y ; 1/2" CH AMP ( TYPICAL) 'i STANDARD GUARD - 1 RAIL_ POSTS 1 W6 X 8.5 X 5' - 9" LONG `� #4 REBAR (CD 12" E 6' R 5 //4 REBAR - E:DUALLY SPACED ? TOP TO L() [TOM c• ca _v FIN. GRADE v • 1 /4" TOOLED JOINT 0.1 D 1: 3 SLOPE ?' - E MAXIMUM �J SECTION HIGHWAY GUARD RAIL lo 0 0 s o SECTION -6 " HIGH CONCRETE CURB 1 INSTALL EXPANSION JOINTS 20' O.C. A FULLY FINISHED ENDS 14 19 CONCRETE SLAB --- EXPANSION JOINT 1/2" CHAMFER TOP SOIL 1 \ lir #4 REBAR TOP & BOTTOM SECTION STANDARD CONCRETE CURB EXPANSION JOINT DRAIN } tir V., Li I. PIA I:15 I , , u.i' :tau ,� ASPHALT 1 8 , � 1 -8' SQ. 1 $ OR CONC. /11%11%.10 '4111111: • • 4' - 0" J f GRATING (.;Vi LL aJ, actimi PLAN #3 TIE 24 "O.C. 0.69 MIN. •"••i SLOPE SECTION A—A TRENCH DRAIN MAX. • ASPHALT DRIVE ' -! OR - WWF 6X6- W2.9XW2.9 INSTALL EXPANSION JOINTS 20' O.C. #4 REBAR GRADE 1 CU YD OF 3/4" GRAVEL AROUND WEEP HOLE LANDSCAPE HYDRANT PAVEMENT P- �l SLOPE • r CONCRETE YARD DRAIN N 0.C. E. W. 6 " 1' -8 1 / 4 -- .. - .. 2' -8 1/4" HEAVY DUTY GRATING AND FRAME SHALL BE EQUAL TO MCKINLEY SECTION IRON WORKS TYPE PGM 20 "X20" W1TH TOP FLANGE FRAME. YARD DRAIN L 3/4" COPPER TYPE K WATER LINE 8" TYP. POLYESTER RESIN TRENCH DRAIN BY POLYDRALN, ACO, OR POLYCAST. TYP CAST IRON HEAVY DUTY, BOLTED r - DOWN, INLAY SLOTTED RATE. SECTION B—B 3" CLR. 20 WOODFORD, MODEL Y95 FREEZELESS YARD HYDRANT OR APPROVED EOUAL 1 23" 1.1/2" ASPHALT DRIVE CONCRETE DRIVE I WWF 6X6- W2.9XW2.9 - = 1 1 GRADE SECTION CONCRETE & ASPHALT DRIVE K : . ) 3" DIA. STEEL PIPE - CAP HOSE W/ BAYONET = f 11 -7 AIR GAUGE po (NOT SHOWN) ( 1 1 2 _ 3.5 "DIA. SCH. 80 PIPE PAINTED LT. GREY SIDE VIEW 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' -4" • 1'6.3/4" 12 "R. 3/4" SUPPLY PIPE TO REGULATOR I PIPING OU TLET (LOW FURNISHED PRESSURE) OF I • •• BY G.C. REGULATOR MANIFOLD L__ INSIDE BUILDING. , „ i -0 CONCRETE 3/4" SCH. 40 YARD AIR STAND PIPING FURNISHED BY OWNER GALVANIZED STEEL r� FOUNDATION BY G.C• AIR PIPE 40" 21.1 /2 "R. TOP VIEW 0 ' SET IN CONCRETE wire OR WITHOUT SLEEVES STANDARD BUILDING CORNER/ MONOCOLUMN PIPEGUARD . z 0 40" CONC.ISLAND GRADE 16 N 1 CONCRETE SLAB --� CONCRETE SLAB -, X ASPHALT \ BINDER COURSE • WWF 6X6- W2.9XW2.9 -) SECTION SAWED CONTROL JOINT IN CONCRETE SLAB • ANCHOR SUPPORT '-- -- -__� FLANGE TO CONCRETE ISLAND. . ---- SUBGRADE 3' -0" MIN. TOP OF AIR PIPE 11 TO BYPASS (HIGH PRESSURE) OF REGULATOR MANIFOLD INSIDE BUILDING. 3/4" SCH. 40 GALVANIZED STEEL AIR PIPE BY G.C. ISLAND AIR STAND SECTION OVERLAY FOR EXISTING ASPHALT DRIVE •X • NEW 1 1/2" ASPHALT OVERLAY REFER TO DISPENSER DRAWING 13 AND PLOT PLAN FOR EXACT AIR PIPE LOCATION. EXCAVATE TO SUBGRADE ALONG CONCRETE SLAB AND PLACE ASPHALT BINDER COURSE TO 1 1/2" BELOW CONCRETE SLAB. OVERLAY WITH 1 1/2" ASPHALT SURFACE COURSE. REF. 11 - -2 5/16" I.D. HOSE (250 PSI WORKING PRESSURE) W/ BAYONET AIR GAUGE 13 -1 ITEM 11 -3 AUTO - PORT AIR BCC( MODEL 9 142 11 - 4 3/4" PIPE ASSEMBLY WITH AIR VALVE AT ONE END AND 90' ELL AT OTHER END 12 GA. STEEL CUpB 1 z --- TOP OF ISLAND EXIST. ASPHALT • 17 m OWNER FURNISHED MATERIALS 3" DIA. STEEL SUPPORT PIPE AND 3/4" DIA, STEEL AIR PIPE 1 1/4" SUPPORT PIPE 1 1/4" SUPPORT FLANGE 3/4" SUPPLY LINE 19 -1 16' POLE WHITEWAY MODEL 16'- SOS- 507 5" SQUARE 19 -2 20 - 1 ADMIRAL FLAG AND FLAG POLE 20 -2 WHITEWAY MODEL LAI-- 400-- •MH --15 W/ MULTI TAP BALLAST AND SP2- -2 PIPE SLIP FITTER 23-1 23 -2 2.6- -1 ISLAND FORM AMENITY UNIT 400 WATT WHITEWAY MODEL LRI- 400 -SMH FIXTURE DIRECTIONAL SIGNS DWG. NO.; 16 S CALE: 1 1 PLOT SIZE DATE: MAY 25 1985 REVISIONS 1. REV, DET. 11,17,18,22 ADD DET. 26 9 22 Ell 2, DET. 11,1 5,18 .3. REVISIONS TO DETAIL NO. 23 4. REV. TO DETAILS 18 & 28 . 5. REV. TO DETAIL 26 6. REV. TO DETAILS 12 & 21 9 -28 -9C .- REV. TO DETAILS 16, 19 & 21 3.7 -91 • DET. DETAIL 2323 & REV. DETAIL 22 4 -x --91 .ADDED i1ETAIL 12 & REV.. DET. 20,21,22 8 -19 -91 0. REMOVED HANDICAP RAMP DETAIL 21 • 9 -24 -91 1. ADDED STICK STORAGE DETAIL 21 CH ECKED BY: SUPPLIED INSTALLED BY BY OWNER G.G. OWNER G.C. OWNER G.C. OWNER G.C. OWNER G.C. OWNER G.C. ' OWNER G.C. OWNER G.C. OWNER G.C. OWNER G.C. 19 -3 (4) 3/4 "0 X 4' -0" LONG OWNER G.C. ANCHOR BOLTS WITH ANCHOR PLATE AND 6" THREADED PROJECTION OWNER 1 G.C. OWNER OWNER G.C. OWNER G.C. OWNER G.C. BD OIL COMPA\Y C.C. ALL OTHER MATERIALS ARE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. RETAIL MARKETING DESIGN AND ENGINEERING 200 PUELIC SQUARE CX.,D ago 44114 YARD & DRIVEWAY DETAILS c ,•,° OCT 1 51992 REV:1 MADE BY: CDECO CDE 6 19 89 C,DE 1- -4--90 91 ,, ' A 1S ' NOTE: W VACUUM IS LOCATED INSIDE CURB, , POUR VACUUM VAULT BASE ONLY. 2' - ---- -- 2 - 6 ---1 n it I I 6" E WASTE RECEPTACLE VACUUM I • PAD VAULT BASF VACUUM BASE 2' -6" r ,s SECOND FIXTURE, IF REQUIRED, IS SHOWN ON PLOT 1 PLAN NOTE: FACE OF LOCATED FACE OF w J 0 4 twI z 0 : O w lY 00 z Z0o i Ct (1) I _ t -- I t,Z 3' CLEAR YARD LIGHT POLE SHALL BE 3'-•0 "MIN. FROM OUTSIDE LANDSCAPE CURB. ELEVATION YARD /ISLAND LIGHT — FIXTURE (9- 2 POLE (19- ASPHALT /CONC. FINISH. GRADE CONC.CURB WalINVOINOUSaaMollaINPIONOVVvIvi PLAN " CHAMFER ALL EXPOSED c DGE S TYPICAL DESIGN CRITERIA: MEDIUM CLAY SOIL, .30 PSF WIND LOAD. CONCRETE OUNDATION ASTM A -36 SECTION SQUARE PLATE 4 "X4 "X3/8" FOUNDATION YARD/ISLAND LIGHT BRASS RECESSED PLUG >- r N 3 ANCHOR BOLTS 1" GROUT NON - SHRINK 3/4" COND. 9" MANHOLE OPW 104A -1044 OR EQUIVALENT ASPHALT OR CONCRETE 2 ► PAVEMENT SECTION SEWER CLEANOUT 6 "0 SEWER CLEANOUT 3/4" CONDUIT\ 18 "x 18 "SQ. CONCRETE PAD FOR FLOOD LIGHT INSTALLATION A NCHOR ` N C H PACKED DRY SAND • �•'. BOLT BETWEEN POLE AND TUBE AFTER ERECTION STEEL CENTERING WEDGES STEEL BOTTOM PLATE STEEL SUPPORT PLATE AS TM A -307 NUT :4. • r FLAG POLE BASE COLLAR FOUR WOODEN WEDGES CONCRETE 3 -6' (13 FOUNDATION -._ GRC'L:140 SPIKE r``1 ELEVATION FLAG POLE & BASE • STANDARD TANK GAGE STICK STORAGE DETAIL FOOTING SIDE ELEVATION EVEN WITH GRADE Si 2' -6"— toIA. x 18'LG. PVC PIPE TO HOLD TANK CAGE STICK SLOPE 1/18" PER 12" RIJN - -- 16' SECONDARY SIGNS NOTE: CONCRETE PAD IS 1-NOT NEEDED WHEN MOUNTING O1RECTtY ON A CONCRETE SURFACE. 40" OR 57" PLAN VIEW 11111111I111I 111I1i11111IIIIl111III1II llIIIIIII111.111111114 p III II .I1I111 11 , i' � I1 fill II .. ' 111I �1 I II Riff! 0 16 2 3 4 5 _ 6 7 _ 8 • I N OTE: If the m i c rofilmed document is less clear than . ., r n this 1 i notice it, i* d to the quality of the :original. document. 0c 6Z 8G LZ 9z GZ 1 7Z ` CZ Z7 tZ 0Z 6t 91 111111111111111111111111111111 11111111111! 111111!► IIIII�li�111111�Iih�i !!I�lI�LUL(1�llil�fU�� I JI!�111101_1l II .. t .Il1 11 ` 1I1I1I11I1 1 1I11I11 I1 I I • r I h 1 9 10 11 MMCMGERWWT 12• , t : Lt 9t St bt et Zt tt ciI, 6 e3 9 5 y C Z l ww 0 I( lllll4j l�' III I,LI dII,iS li11111!!IIIIII1911I1111111, tiutiI11111111i111 I1 III. Illll�illill! 111111111111111111111111I111l11111111I111111111I LEFT REAR OF KIOSK AIR 5/8 •3 /s" 2 " FRONT ELEVATION 1/2" 3 " 6 "C0i- ICRETE CURB USE 40" WIDTH ON 39" SIG S * USE 57" WIDTH ON 56" SIGNS 7"12" t, Lt•S2fo1 1/011Cdr 0 3