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Permit D98-0168 - HUSKY IDEALEASE - CANOPY AND FUELING FACILITY
D98 -0168 13123 48 Ave. So. Husky Idealease City of Tukwila ( ( (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000300 -0116 Permit No: D98 -0168 Address: 13123 48 AV S Status: ISSUED Suite No: Issued: 08/07/1998 Location: Expires: 02/03/1999 Category: ARET Type: DEVPERM Zoning: C /LI Const Type: Occupancy: SERVICE STATION Gas /Elec.: UBC: 1994 Units: 001 Fire Protection: N/A Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: TUKWILA Wetlands: Slopes: N Streams: Contractor License No: SAYBRCI033L7 OCCUPANT HUSKY IDEALEASE 13123 48 AV S, SEATTLE WA 98168 OWNER LEVINE WILLARD 39 CATSPAW CAPE, CORONADO CA 92118 CONTACT JOEL WAYMIRE Phone: 206 -439 -2144 17803 51 AV S, SEATTLE WA 98188 CONTRACTOR SAYBR CONSTRACTORS INC Phone: 206 -439 -2144 2612 SW NEVADA ST, SEATTLE WA 98126 a**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALLATION OF NEW 1,120 SO FT CANOPY AND A FUELING FACILITY. PUBLIC WORKS ACTIVITIES INCLU- DE WIDENING OF TWO DRIVEWAYS, LAND ALTERING, EROSION CONTROL, STORM DRAINAGE, SANITARY SIDE SEWER. REMOVAL OF THE EXISTING UNDERGROUND STORAGE TANK SHALL BE PERFORMED UNDER A SEPARATE PERMIT. r**************************************************** * * * * * * ** * * * * * * * ** * * * * * * * * * * * * ** Construction Valuation: $ 24,046.40 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 156 Fill: 156 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: 1 Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N i**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 728.09 k******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * *** * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: _� Date: b'.- 7 " 4 Y E I hereby certify that I have read and e amined this permit and know the same Y p to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permi Signature:_ Print Name:_ / 2Fil) s4 Date: 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. Address.: 13123 48 AV Suite: Tenant: Type DEVPERM Parcel lr : 000300-0116 •k •k * •k •k •k •k 'k •k •k • , •k 'k •k A '.4 'k 'k 'k 'k * •.L •k 'k •k •k A •k •k k ;k •k :4' ,•k -k •k * * :4 •k 7k k •k •k •k * 'k •k * 'k 'k 'k * •k 'k 'k. 'k 'k •k :k 'k •k t4 •k 'k k ' k •k th Prirl i:.t Conditi 1. • No Changes: wi 1 1 be made to the plans unless: approved by the: Architect or Engineer~ and" th.e. Tu.k.w.i.�1�a t?uilding Divisiorti mi . 2. E1cctrica1 perts. sha..I1 be ubt� ^aµne.d;p.thrrough the Wash r. 'State Division of „LS`E0.r an:d Industr :ie ° ° �cr�i',a1, 1 , el ectrical . • work wi 1 1 be In petted by Y th i at aor racy (246 � All per n►its Jpsf'peCtion y`n+ orris, anii appr?`a olan , :ha 11 be avai 1ab1e ate the roar or :to the s411 o f anWion `structian . ..hese . do.n►ents are to be ma'intai tled ar a .v a 1 abl unt:i;:1r::finat ins' on` granted/. aprirova1 i:s, "r` ' ur 'd. When sp.e'ol ) s lnspe`ct i on` l s r `e gir i�red e i then. ; arch i te:ct' or .er a i rr:ee3r' sha.l 1 , ‘'no tri'f y ,the Tukw`ill a Bu,Li ci.:i;n f Ui visfihn ' .of appointment } cat the inspection agerrc).er {pri the first o b,rilding in,s:n,ecticn. Copies of all spec.ia.l insoection reports. shall be submitted to the Bu lid gig, ' Uivi�:itin in a manner ~ e'00,s ha1l contain add'ess project t :' iinlber`Y.and type of inspectiannbei performed s a a 5 Th special inspector s,hall•suibprit,a tlrr_al; signed rej:►o t stating „whether - the wt ?.k'i� requiri spec inspecti .waist; to . he be::t of ''the iris°pettOr: s 4 nowledq.e.. in conforman witt apprioved; plan:,_,;. and specifications and the applicable wot� hi p provision , -af ; tire UBC. r "' • 6. Al 1 ",construc ti.on to be done rn - confof.mapyce:. `w,i th approved p1a`4. and4'r equirements. of the tin iforni ,Biri'T"din.; resod c .994 Edition? as amended, Uniform•Meiharisica'l - - p9.,e,s Edi ?t;:iron) and '4,ra0h i ngton State Energy Code (1.994 ' ton) • Yf 7. Notify the` City of Tul:wi 1a Bu'i l.clinq D' scion; prier to p 1 ac i ng any concrete. •This pr .oc edure is 'r n ,3iid i t r on to any requirements f'qr special inspec•tion. 8. Temporarv;erosionr control . measures shall be imple,meente,cif• the f bus iness to prevent fsedi men tait'1c'n off site or in.tti ::•esxisting storm 9. The site sha11,;; ::have permanent erosion control meal 1 s in place as soon°• <a`s:`,pos.s after f ina:l' r adin�x i�a:s "ki completed and `pr.io the pec.t ll ion, 1 0 , Driveway modif icat' n'sT;;shal'l be constr ~uct'e,d with C i ty standards ,.; ,.'` "';, ; .� v;; ,,, .:�• ;,... -, Ot t � 11. Driveways shall comply with" City commercial. standards. • driveway width shal1 be a 25' minimum and 35' maximum. :;lope shall be a maximum of 15 %. Turning radii .hall be a minimum of 10' 12. Driveways shall be paved for a minimum distance of 2 "0' .from the edge of existing road pavement. 13. Work affecting traffic flows shall' be closely coord.i.nated with the City Utilities Inspector. Traffic Control 'Plans shall be submitted to the Inspector for prior approval .: 14. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 15. All private storm drain pipe shall . be either concrete or. reinforced ADS pipe. Treated corrugated metal pipe may be used for detention faci 1 ities. 16 PRIOR TO FINAL SIGNOFF APPLICANT'S ENGINEER SHALL SUBMIT-. CITY OF TUK,WILA Permit No: 098 -0168 Status: ISSUED; Apse 1 i ed : 05/20/1998 Issued: 08/07/1998 "AS- BUILT" FLAW. FOR PUBLIC WORKS RECORDS'. 17.. APPLICANT SHALL FOLLOW ALL. THE CONDITIONS OF 'JULY 7,. 1998 KING COUNTY INDUSTRIAL WASTE SEWER CONNECTION, APPROVAL LETTER. WHICH IS ATTACHED AS PART OF THIS PERMIT. 1L'. 'TU! <.WILA UNDERGROUNDING ORDINANCE APPLIES. ALL UTILITIES , ...SHALL BE PLACED UNDERGROUND 19. CONTRACTOR SHALL qsE 6" SANITARY SIDE': SEWER FOR ' A MINIMUM SLOPE OR A 8" SANITARY SIDE SEWER FOR 11:411. "%, MINIMUM SLOPE. Validity of Permit . The issuance of . perm t or. aupr. ova l.: of plans, s.pec and computations, shall na.t be con - . strued to be a oerrnit for,: or an approval ot. any violation of .any of the .provisions of .the building cad or..of any 'ather"ordinance, of the jurisdiction. No permit presuming to giv.e au_thority; to ,violate ,or ,,. ancel .tlye: pt .of thi ;code sh 1'1 be valid:. Project Name/Tenant: I / NLi.S C( ,L¢ec,JectSe. Value of Constructions 74- 000 Site Address: ! City State /Zip: / 3/43 4-/S' /lie S', Ceck,�{•`e, t-+. , Tax Parcel Number: a c) 030� c.tces cac)Ei3vc r, +14, •--or Property Owner: CA / //214 le V/ P1 e.-. pone: 7 S - Z 30 2 � S Street Address: / AC State/Zip: /- 3[t C ,t, Tspe( -i < / lRrl / Q. C�a ✓G✓1 AC CC `2-t \g ax #: Contractor: r 1t r.LM V �vv.aq iJ tv0. c..t-06-S -,- c, Phone: (2.o Lt ,q -2t 444 Street Address: City State /Zip: (7 fs'U S /ST AvE - s, Secr rile 14A9S'/8'S Fax #/ (Lebj c-l3t/- 2372_ Architect: i 4 'H -v G• . ^• • Phone: 04, G Z " /vcJ/ Street Address: City State /Zip: g'3 S. Litn, Kin J s: jL, /r •,/O Seattle 4a `18/cur Fax #: {1. -oi' (r2).-- 574 Engineer: /C7iei ei I 11e - Pi - J/ - 36 ETC. C), r0 iy7/4.S Phone: CZa(e) 62)_ /0o/ Street Address. ``�� City State /Zip: .s .$J- 6/4 £ 9I 4.4 98 S'3 J )LJI� A ' r - r Fax #: 2/Lt4I �v 6 , 621 - 57 9 Contact Person: (A B12 cev‘TbtbtLTtvaN Phone'. -Ob 9 Li 3 Street Address: City State /Zip: " 11 tO'" .5 I 1 r /fic° 5 Sv. e -t M ' 9C Fax #: (20(0) LI 34 23'72- Description of work to be done: �-,,+ s f- I/ ,n e,,v ekL(- Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ■ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University II! Other . 77.... , ,_k_ Leasiv.% N So.\ps- Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑'Other - 77 7 1.a-(� Le.c.sLrc ^•- Salt% Will there be a change of use? ❑ yes CI-lo If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing new e y ve -e een R Area of Construction: airvsT Ei y.,,,ter c e S Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and stora • e location on se aerate 8 1/2 X 11 pap er indicatin ❑ yes Ci no • • uantities & Material Safet Data Sheets Project Number: _ r Permit NumbePP CITY OF T('KWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. a-ottps APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping g Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone mauling Land Altering a Cut /56 cubic yds. GYFill /S! cubic yds. ❑ jvloving an Oversized Load: Start Time: End Time: E Sanitary Side Sewer #: J ❑ Sewer Main Extension 0 Private 0 Public 'Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public U Water Meter /Exempt It: Size(s): U Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: .2 Date application expires: I'. ' ♦i Appllca n ken by: Wale) PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 I BUILDNING OWNER OR AU .AENT: gra.% • t• Si lure: • .(� 4 Date Print name: ---, _) `� 1... 1,,s -J Ib,AV c i Ph one 1,1�w� City /State /Zip: SPc`.e_ x #: � ` W c� t 3�1- 2 _ . ,. 1 _ Ad dress: S! sr ,.•r'. L 1 gr ' ALL NEW COMMERCIA114')DITION /MU AMILY PERMIT APPLICATIONS MUS SUBMITTED WITH THE FOLLOWING: • • " .'' I t■LL DRAWINGSTO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR C. ENGINEER' ‘; )> ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 0 Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1 North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). Er Vicinity Map showing location of site ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ E Mechanical Drawings ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) Et ❑ ID Architectural drawings Specifications (if separate document) Er Structural Calculations ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis a ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑" ❑ Topographical and Boundary Survey ❑' ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 • ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) L ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other !wild 4 I or vl .1z,si J•Vi10 C'i ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296-4787. (Form H -5) • Er Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington,' 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERA4IT.DOC 1/29/97 *...::' CITY OF TUKWILA. WA• .. • .:, . :. .. •., ' . „ ,. . • '.: : ; 'IRANSMIT .. *****A.*****.A*A*****A* ..: TRANSMIT Numbs 9700,810 Amount .4 , '. 508,;08 • 08/07/98 1.:5141.. Payment .Meth.od:. 1297 .• :Notat ion: SAVOR CON'IllACTOR ', Init:: 'Permit to ;D98-0168 • Type: DEVPERM . DEVELOPMENT 'PERMIT' Parcel No: 000300-.011.6 Sjte :Address: 10123 48 AV S • Total Fees: .: 728..09 ,I • This Payme•mt. 508.i88 Total ALL Pints: • 7.2E1.'09 ... . . . . .8a1 ant:E.,: ' . . ... .:00 Account Cole Descr'iption - , - . fAMount:.. 000/322.100 AWILDING .... wpmus 349.75 000/345.830 PLAN CHEEK '7 NONTE'V''' , 8'.13 . . 000/345.830 PLAN. CHEEK:- UTILITY -20.9Q 000/386.904 STATE BUILDING SURCHAROE ' .' -4.;50' 000/342.400 ' INSP FEE ..- UTILITY.' ' • • ' •• : 1 .5.; 0 0.,:. 412/342.A00 ' INSP, FEE -:STORM pRATN- :.:15i.;.00 402/342. ilOtY INSP FEE - SME/SGS ''20 MOO . 000/3220100 • " LAND ALTERING - PERMIT FEE -. ...:54..00 000/345. Et30 LAND. ALTERING PLAN ,CHECK . : ,., 22:50 . - - -.• - - - - - -00•. - - -4-- - - - - .... .......................:,. ..............',...... , ,.,-• 4529 O3/10 9717 ,,,,,, , , , ,, ,,, , ,,,, ,,,,,,, •', , '" ,, " q^5 -01&6 *. A �** kA.# �. k�* k* �•*• �A. �.k * * * *� * * *•k,k *� *.a� * •!. *• fir *:�••A• * „A'A a! * *Aif,tt *•�.* CITY OF TUKWILA, WA IRAN MIT *It ' A•* A** 0• kf•*'* k**! r***0*****•*•• R4**** ac- 4***'• k***• tdt• kA • *A *i * * * % TRANSMIT Number: R97007G7 Amount: 219 „21‘ 05/20/98 12: =49 Payment Method: CHECK `. Notatieiri: SAYBR CONTRACTOR Iriit: BL.H Permit it No 098-0168 Tyke: DEVPERM DEVELOPMENT PERMIT Parcel No: .000300' -0116 Site (Address: 13123 48 AV S total' Fee;s: 56().96 This Payaier,t 219.,21 Total ALL Pmts: % 219.21 Balance: 31..7."+ h*•k *4-A*4 *A— A*4*** Ak' a* A* k*•' k* d*• k►•*•**'*:.4****** y1 * ** * *fi *tl * # *.A,*'*,a1*A. *,iapk' . Account Code Description . Amount 000/345.830 PLAN CHECK -: NONRES 219,_21 '' ' rp7,11,1 {Y. y.' 1: ro v h , 5 tif t ::}!1/t h P Typ o insp ection:� A� e�,s, p S'4 6 y f , D to called: �-� Special instructions: A Date wante dc�►r// y44 a.m p.m . RequesteT i(.0, Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 COMMENTS: 19 l r „ Date: Fri • pproved per applicable codes. INSPECTION RECO�O Retain a copy with p nit $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 6) :431 -3670 Corrections required prior to approval. Date: Project: - du sky ._dea lease. Type of inspection: ► F jna I Address: 13123 48+h Ayes D ate called: 11 - 3 - g g Special instructions: Date wanted: g I 't p.m. Requester: w l w/. S"by Phone No.: 730- 0956 717 - Y i °• y ` -r 4 7; 1j `tic c kf ; :} •t . Approved per applicableodes. .Pr INSPECTION RECO Retain a copy with . p t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 D°8-016 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: 1 i/ S71 Inspector: Date: n $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: FISH Ideal fes. , Type of inspect n: Fi vi Addres$:3 2 3 4 , 0 4 v , S Date IV 27� 8 Special instructions: Date wanted: a.l 0 i f ci P.m. Requ�t� Phonee 730 O Sto INSSPECTION R� r�'`�\ Retain a copy with peLlit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: Approved per applicable codes. Corrections required prior to approval. Inspector: op D� - O 1(4 PERMIT NO. ._1219,z7 (206) 431 -3670 Date: I n 2 49 .. ig F_1 $42.00 REINSPECTIOF' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reirlspection. [Receipt No.: Date: Project: ' y U S v Type of inspection: F Nq i Address:. I ,3)2 3 $ +ti Ave S D ate called: d -Z3 -9 8 Special instructions: ;., . . Date wanted: 29. 1 4 - 2b - R g p.m. Requester: "/ sayr Phone No.: • 2o 6/730 -0 951 p `y stwoorzt 4 vowrep' i '• tNm!.r: 7:Y,Fri »:.:2^.....w:....:.. :.N.s..:..%:.:,.,.+.: :::.:._:.:...:M:.�:... INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 11 Approved per applicable codes: COMMENTS: Se t) 1 INSPECTION RECORD Retain a copy with per J 4 . `o V•" Date: D98 - PERMIT NO. (206) 1=3670 Corrections required prior to approval. 2.L'_ -_ Ar„t„ - ro ill A.E. tk Inspector: cIJ Date: v . )1 1.4 / 11 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Projec s 11 � , PCs Se : Type of inspection: Address: I 1312.3 ti .49,J .S Date called: to -11 - Special instructions: 6, l p, Date wanted: !a- Pi- f fir'" a.m. .m,_, Requester: —lca er Phone No.: .206- 73o -09,S' 6, t • Approved per applicable codes. ..h ^ rws ,.». x- r�*ra' ce•rs1 R^r #u! `5'f: 6 'ikcS* INSPECTION RECO 9 Retain a copy with p& ait INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 09 a RMIT NO. (206'431 -3670 Corrections required prior to approval. C OMMENTS: mi/Y / 5�9li> w Q1-7 lktiaAj /d li I ___ c o-K-4;4 eA Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection, I Receipt No.: Date: Project: , i C4' i ._ ! . . Type of inspectio j ' . - &.Q.... Address: / 3 / . i s Date called: / 5 1 f �. 7 Special instructions: �' -1 - he.. Date wanted: Cu 2/ dir Requester: / �� D LA Phone No e ()6 7, 36- O 45 INSPECTION RECO Retain a copy with pt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 F Approved per applicable codes. COMMENTS: a. Inspector: yL.7 • PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: ,.-?frif I $42.0 $ NSPE FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Project: ' Type of inspection• uCiO`' r'" Address: / 3/23 , r�.. , -2 Date called: /- th Special instructions: ✓C 1-v � -( s. Date wanted: 94 a.m. Requester: �� Z �-' Phone No.: OC - r 7-36 -OP, / ��'` Sal A1r": �rl��T'' XM �' t .�.'L'A'.' } :`4�t'S+..��7'X, •• w R � SPECTION REC etain a copy with grit INSPECTION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: i PERMIT NO. 06) 431 -3670 Corrections required prior to approval. Inspectors/ J ( / Date: (� ] $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. I Receipt No.: Date: Project: ,. n Type of inspection: 4 ��_L Address 2 _ n a te called: c O Cr Special instructions: Date wanted: 7 / a.m. Requester: O _._e Phone No 66` 730 69:5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPESTION REC 1Z4 Retain a copy with p . it pg-;6/6r PERMIT NO. (206) 431 -3670 Corrections required prior to approval. /G-s %1 Pr (s _ / Date: / / �, r $42.00 REINSPECT! O*N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of inspection: SS.S Address v 4a s Date called: , 9- l-3 t» Co SSS i,,c. Pte, I ii (o" pct c c.o r, ,39-Leh. No 1,„ N _ 6" NC ___c__4 w(Jitt U - tQ% ` Tt.CLQ , u .J k ., -1.7 fQc E- t J op w a '9-\ 'k-Q-, `. 4, s.06Za_ 15 w + r ' / o r- -stk. cam. 0 v 1» & Pr jec : e c-S ic y c Type of inspection: SS.S Address v 4a s Date called: , 9- Special instructions: Date wanted: `9-- Ire — r a.m. C Requester: J. Phone No.: 2 -730 - 0--S .- 4, C Approved per applicable codes. Inspector: INSPECTION RECO'I. Retain a copy with p it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Ina -0/66 Corrections required prior to approval. Date: q((cYl $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date; Project of inspection: �c C Date called: i6 G ( AdLesI ,L,; li fie. C > Special instructions: --- Date wanted: �� -- a.m. p.m. Requester: J � __ Phone No.: ' - ; . (D O 1 '"Rt" 'olu r+&vsi§ r 9rf v) + '"�► ^.wr.xo.e+..�,., —• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes.. COMMENTS: 1 R U ■ j r ' 1 __ �iyCC,4V — c -�(. -— ASS r o, « t q, C, Pi P Inspector: INSPECTION RECORDTh Retain a copy with periL.) . 6v Corrections required prior to approval.': Date: — ^�-�-- •^�M^ =-- }•ter+: -� D95-0 IT NO. 431-3670 GIi m $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspeption. Receipt No.: Date: COMMENTS: Typr e "-f : `-•` '- F 077A/67 • Addr es ci8 4....,,_Date called:7-2-FC9 wanted: 6 fr id - ---- • 1 6--- C 4 /C Phone No.: # ( G - , f t /S AP C 1 e270A - ,tol_4(9 7 Argese "e 0 c6V /61 UST , .n ., 1 1 ,. ProjectYI iti./, te Cre, • . • Typr e "-f : `-•` '- F 077A/67 • Addr es ci8 4....,,_Date called:7-2-FC9 wanted: a.m. P.m. Special instructions: - Requester: Phone No.: Inspector: Receipt No.: INSPECTION RECO,P1 Retain a copy with pk__Ait INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Date: P PERMIT NO. (206) 431-3670 Approved per applicable codes. corrections required prior to approval. Date./ 4 9:6 $42.00 REINSPECTION FEE REQUIRED. Prior to Ins ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1:4.: Projectf u 9 (_ Type of inspection:I 1 ,_7 CYT kn Address: Date called: ? Vi I Special instructions: ....). Date wanted: 9 , h he a `� m.. Requester: .� C5 � r Phone No.: O6,- 730 - 05 S INSPECTION RECO Retain a copy with pljit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 ►: PERMIT NO. (206) 431 -3670 Approved per applicable codes. COMMENTS: 5 /CCO% N 54e c ` VL(a 5 /I- - 5 0/ 0/5 rd, 62:› Inspector: Corrections required prior to approval. Date: 4 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Mse.....4 J ,J6egG tA C��.- ype of inspection: 6 0 / j Address: / /.2. i /(j rr ^ Date called: g 3 t 01 1 / Special instructions: Date wanted: c fit 77 :.IL Requester: 0 Phone No.' z0c 36 - 61\1 *FrOr4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECO Retain a copy with p pproved per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: ^' d) Date: I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project. Name AO5 -1-8 \ Q Address ! 4 tc‘,) City of Tukwila Fire Department Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre - Fire: Permits: Authorized Signature FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit.No., John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite. `,-41to°0 Iola. he Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57$4439 SEP 10 '98 13 14 FR PSI SEATTLE PACIFIC RATORlES DATE: September 10, 1998_ TIME: 12 :30 0 am pm TO BE MAILED: 1 yes I no To: NOTES: TOTAL NUMBER OF PAGES 2 IF YOU DO NOT RECEIVE ALL PAGES PLEASE CALLUS ASAP. : ;:NAME: 0. Dave • . FIRM: City of Tukwila CITY: Tukwila, WA FAX #: 206/431 -3665 206 282 6457 TO 4313665 P.01/02 PHONE #: C A Division of . � '-- oBt tto r a.....•awrti From: NAME: Ike Costa, Staff Geotcehnical Engineer PLEASE DELIVER AS SOON AS POSSIBLE. OPERATOR INITIALS: IC Writer's direct fax: (206) 282 -0710 CITY, OF TIJ UANA .. APPROVED . .. SEP 16 0: 9 1 9 31( 8 The documents accompanying this facsimile transmission may contain confidential client information or attorney work product which is legally privileged. The information Is Intended only for the use of the recipient named above. If you have received this fax in error, please notify us, end you arc hereby, notified that any disclosure, copying, distribution or the taking of this transmitted information is strictly prohibited. Professional Service Industries, Inc. • 3257 Avenue, Weal • Seattle WA 58110 • Phone 206/282.0666 • Fax 200/282.0710 si •FIELD REPORY '1:1 G V.G wirTi* 1 SITugoltietik._ air.,tkr- 1 ebiL4 Er5NDsrck) i 60- //19ili8• We (0Fr:1k:wet) 14(14 -r -r lige OA - Q St O 1T-se Toes.Jr-. ADE C.69AtbLE cc- A 4. .1...t; ‘.-10.x., Ce_._ ca.tia.1 12Goeu.. pea..ta.c.- aP toco psr . a.ser) oN. 41s .1L106eiact-TT i Tit. cuwaersT 1,4sIGI-J 1$ cemilerrer6L*. f ( A i ( -rit -roe, 41.ADika) eftypiki6 119,65StaLe He fg_sc) .-1FLe..r. 114A 4F fria fteRs .opie Pexiao, -rft- wootEti kv-ivis .-iout_t) tae. cr- ArrEst - file Ca,.Y-9C-1 Liaes , itic.r...FICA.ALtv SEWL-C) STLArT klo 5x>r-C-2. - ntea) 3 boys 4r 'kin (1,06061E Is ,poueea. 714e, encg-Ru--- sfta-4-0 cE TEsirD .pa. cbm- ELt j4cwc cc&ApAc7r - ro QS% CF life pfrosci mai4 DpNi ceJsc-c , b s Pa?. ,STM - rmri- cer.44-44%-n004 ID-1SS . ... _ ........ CITY OF P;CliVii APPROvr i) j -t 1 13 lqr4 ii '2' .).::•)!; I, ti r r 1 ; , :7 . :•-.. .... . . ....... . ,, ,....,., AititiM ''.. 4 ''' '1, •,'.4:0 .... 1.7gi ME iipti , ki • ul . r . 0. 11: • : i -••- - !!, ,':‘• '4...._. . . . at ds,I, ,? ... r,ri•p) , , v , v i e s, _ . z. i,, K . (-. t ; I 4 414 . " .4 . .1 L - - .:1i Aar ' . A -4 IL • .. -1- !,4 )5,;,11 • ' I . iNt., ,: • ' , : .1 .:; y .... (.11 /:,• ' ' • ' ,,: .• f, ! 17. 4.7.,,Nkt This report Is provkled or the Information of Ihe'olient only. The reproduction or this repot% by any method, and Si Panamleal MIAs to a third patty, by any means, °awl In full. w110&t Iris written permission of Professions, Sorvice In toe Inc., le prohtbIted.' . ThirS CO rtiticalian attests to (ha &ovate) of the results obtained from the *clue( test performed and/or observations mode within the defined scope of the work. Cenificetion shell not be construed to reP000•nt inaPattion, Wm& or AoraPlano• NAME ON OFF ST OT I .....---- ) SEP 10 199 13:14 FR PSI SEATTLE irsorri7 Information isr.:,,IZZ.To Build On Engineering • Consulting • Testing SEATTLE DIVISION (01)2824606 FAX • EASTS1DE DMS1ON (426)685.6241 FAX (4125) 41541811 of o sr associated watti on warranty of d.an or woiliSSliky at the IpQ5ifl1ton requiromente. Certified Report by Professional Service Industries FR.98.1 TACOMA DIVISION (253) 5151.11101 FAX 263) 603136 206 282 6457 TO 4313665 P.02/02 FR 8079 PORTLAND GS DIVISION (503)2664618 FAX (603)2624849 PORTLN40 FORENSICS DNISION (503) 732.7962 FAX (603 232.78111 SPOKANE DiVISION (509)535.3571 FAX (609) 636.1287 PENiNSULA DIVISION (380)2974121 FAX (55O) 217449 TOTAL HRS, I I DATE ** TOTAL PAGE.02 ** C-. C Husky Idealease Fuel Dispensing Project C C PERMIT SUBMITTAL SURFACE WATER TECHNICAL INFORMATION REPORT EXPIRES 5/23 1 Prepared for: Husky International Trucks Inc. 13123 48 Avenue S. Tukwila, WA 98168 (206) 433 -3466 Prepared by: SvR Design Company 1008 Western Avenue Ste. #301 Seattle, WA 98104 (206) 223 -0326 SvR #98026 t PR%.00ci • Det-rOute RECEIVED RECEIVED JUL 0 1 1998 F CENED CRY OF .TUKWILA MAY 201998 PERMIT CENTER C C C C C C C. c. C . C l L C C C l C Husky Idealease Fuel Dispensing Project TABLE OF CONTENTS Te� .,ical Information Report SvR #98026 I. PROJECT OVERVIEW Page 1 Figure 1 - Technical Information Report Worksheet Page 2 Figure 2 - Vicinity Map Page 4 II. PRELIMINARY CONDITIONS SUMMARY Page 5 Figure 3 - Existing Project Area Page 6 Figure 4 - Proposed Project Area Page 7 Figure 5 - Drainage Basins, Subbasins and Site Characteristics Page 8 III. OFF -SITE ANALYSIS Page 9 Upstream Drainage Analysis Page 9 Downstream Drainage Analysis Page 9 Figure 6 - Off -Site Analysis Drainage System Table Page 10 Figure 7 - Downstream Analysis Diagram Page 11. Figure 8 - Detailed Downstream Analysis Diagram Page 12 IV. RETENTION /DETENTION ANALYSIS AND DESIGN Page 13 Part A - Existing Hydrology Page 13 Part B - Developed Hydrology Page 13 Part C - Hydrologic Analysis Page 13 Part D - Retention/Detention System Page 13 V. CONVEYANCE SYSTEMS ANALYSIS AND DESIGN Page 14 On -site Conveyance Page 14 Off -site Conveyance Page 14 Water Quality Facilities Page 14 VI. SPECIAL REPORTS AND STUDIES Page 15 VII. BASIN AND COMMUNITY PLAN AREAS Page 16 VIII. OTHER PERMITS Page 17 IX. EROSION AND SEDIMENTATION CONTROL DESIGN Page 18 X. BONDS Page 19 XI. MAINTENANCE AND OPERATIONS MANUAL Page 20 APPENDIX • Fuel Dispensing Project C: 'C Cr C The proposed Husky Idealease site is located at 13123 48 Avenue S (See Figure 2). The site is comprised of approximately 0.78 acres including a combination of existing { buildings, pavement, concrete sidewalks, and . grass /landscaped areas. The site grades contain slopes ranging from 0 -10 %. Site improvements include the demolition of approximately 0.06 acres of existing . asphalt paving and approximately 0.11 acres of existing grass areas, and the construction of a 0.17 acre fueling area, including two asphalt concrete driveways and'.a covered concrete fueling area. Approximately 1,200 square feet of concrete paving will be covered by a roof canopy. The design includes a storm drainage conveyance swale and pipe system, biofiltration filter strips, and an oil /water separator. ' , Husky Idealease Project Overview This report addresses the drainage impact of the proposed addition. Community Drainage Basin C King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner HUS I T?$JA77O Jul. fiCK 5 Address jl" j ' TM 'llr S• MLA WA Phone V- y " 3'466, Project Engineer TOI (2tnUCALt. Company '3 DeSi(oA) CA44 P-ANVi Address Phone 2-06) 22,3 - a ?.(o PART 3 TYPE OF PERMIT APPUCATION Q Subdivision n Short Subdivision Grading (� Commercial T Other G :7■1 2►L/ T . tZe AJ VETa River Stream Critical Stream Reach Depressions/Swales Q Lake Steep Slopes C Lakeside /Erosion Hazard Soil Type Slopes PJc r —'r+/> I) 0 / 6 % PU yA[,cl/F' --ice S . c - z 6 /o Q Additional Sheets Attatchod 2 C Page 1 of 2 PART 2 PROJECT LOCATION AND DESCRIPTION Project Name RU i1 I DEA Le 'E Location Township Range Section Project Size AC 0. Ir AC. Upstream Drainage Basin Size AC 0 23 N ye IS PART 4 OTHER PERMITS DOF /G HPA Q COE 404 DOE Dam Safety FEMA Floodplain Q COE Wetlands Erosion Potential Shoreline Management Q Rockery El Structural Vaults Q Other Q HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN PART 6 SITE CHARACTERISTICS Q Floodplain Q Wetlands Q Seeps/Springs Q High Groundwater Table Q Groundwater Recharge El Other PART 7 SOILS Erosive Velocities 1/90 PART 8 DEVELOPMENT LIMITATIONS REFERENCE 6ir�1 Downstream Analysis Additional Sheets Attatched King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control Clearing and Grading Restrictions Cover Practices Construction Sequence Other LIMITATION/SITE CONSTRAINT PART 10 SURFACE WATER SYSTEM Grass Lined Channel Pipe System Open Channel Dry Pond Wet Pond Tank Q Infiltration Q Vault Q Depression Q Energy Dissapator 1 Flow Dispersal Wetland CI Waiver Q Stream Q Regional Detention Method of Analysis Compensation/Mitigation of Eliminated Site Storage Brief Description of System Operation 12t»ktF re-M 5iTE WILL. 5W€€ " W iAl A6205. A FiC72 ST72 iP /Ma A Cawk AN GE' Su/At /WV 4 7r j 595i4/, 777q71/ 475Ci/Av?. ' 77 P// 6,/ Facility Related Site Limitations Q Additional Sheet y AttatcFiecf ' Reference Facility Limitation PART 11 STRUCTURAL ANALYSIS (May require special structural review) = Cast in Place Vault E Retaining Wall Rockery > 4' High Structural on Steep Slope Other PART 14 SIGNATURE OF PROFESSIONAL ENGINEER l � I or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attatchments. To the best of my knowledge the information provided here is accurate. 3 MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION Stabilize Exposed Surface Remove and Restore Temporary ESC Facilities Clean and Remove All Silt and Debris Ensure Operation of Permanent Facilities Flag Limits of NGPES Other PART 12 EASEMENTS/TRACTS Q Drainage Easement Q Access Easement Native Growth Protection Easement Q Tract Q Other Sig w it a. Page 2 of 2 s// I S v R HUSKY IDEALEASE VICINITY MAP Li Project: 98026 G:\98\98026C\FIG1.DWG Husky Idealease Preliminary Conditions Summary TX. .ical Information Report Fuel Dispensing Project SvR #98026 Existing Site The total site is approximately 0.78 acres. The existing impervious area is approximately 0.54 acres. The existing pervious area is approximately 0.24 acres. The existing vegetation consists of a maintained grass area with a few interspersed bushes. The existing drainage pattern consists of a combination of catch basins, underground pipes, and overland sheet flow. Stormwater runoff from the existing parking lot is collected in two catch basins which discharge into the existing storm drainage system, located in 48 Avenue S. Stormwater runoff from the grass area sheet flows to 48` Avenue and is collected in the existing storm drainage system. Proposed Site The proposed impervious area will be approximately 0.65 acres. The proposed pervious area will be approximately 0.13 acres. The new impervious area is 0.11 acres, or approximately 4,809 square feet. The developed site will not alter the existing drainage pattern and will increase the flow of stormwater runoff introduced to the public storm drain system by less than 0.5 cfs. The existing storm drainage system for the parking lot will be preserved. Stormwater runoff from the majority of the proposed fueling area driveways will sheet flow from the paved area, across a grass filter strip, and into to a conveyance swale. The conveyance swale will be sized to convey the 100 -year (24 hour) storm event and will outfall into a catch basin which then discharges to the existing storm drainage system. Stormwater runoff from the proposed covered fueling area will be collected in a catch basin, pass through a oil /water separator, and be discharged into the existing sanitary sewer system, located in 48 ° t Avenue S. Roof downspouts, from the proposed canopy, will discharge to the proposed storm drainage system. Detention will not be provided as part of this project. Soils Soils information was determined using the United States Department of Agriculture Soil Survey of the King County Area. The project area soils appear to be a combination of Puget silty clay loam, with slopes ranging from 0 -1 %, and Puyallup fine sandy loam, with slopes ranging from 0 -2 %. 5 .^ S v R 100! Ilalem Awwt • Suit 301 Seattle, 2006.223.0326 EXIST, CONC.. C,LIT7ER EXISE. WATER SERVICE EXIST. CONC. GUTTER HUSKY IDEALEASE EXISTING PROJECT AREA 6 r 12' I z S D f • • N Project: 98026 FKRE 3 G: \98 \98026C \FIG3.DWG ...". •••••\ ,••••• •••••■ r^, f e eol obi 0 # 100.24 lOO.57 T U) CD EXISTING HUSKY BUILDING • y 100.58 x102.30 1A02.35 102.30 Amur 101.65', • '; ' 4111= .1■1 •NIM •MID ••• =IN MID ONO .1■I. NOM MOD 101.46 ,,2 •i • 101.65 10 10 •-r. • ::, .. :., -101.25 - ---- 101.25 .• )( .... . - - - ..P.a 105.2 - - - - WM 2 A m 102.13 • -101.40 R tcnrn Sf X CO a 0 • 71 V ',:.: 0 Ci I . .n II ,. ,... ,•• • 4 4 • 101.16 r 101.00 x • , ......... - 400.00. - ..... -------- I 48TH AVENUE S. (LI 10 .40 101.25 101.37 100.05 • . • 101.60 *101.63 101.8, 102.07 co 100.294: #0 (OS r\ r\ /Th fTh. (Th rTh r") ;'Th f t•= et°4 0°4 !Fg. PI Pal 100.57 100.00 T 102.05 101.46 102.30 12" SS EXISTING HUSKY BUILDING 101.65 1;1 SD 102.13 101.40 •-• qP 100.58 4 A )■)'. 102.35 48TH AVENUE S. 1'9 bi 7' 2.7 C r•1 101.40 100.05 101.60 -101.63 101.81 25 fl e") C C C C C C C C" C C C: Husky Idealease Fuel Dispensing Project Off -site Analysis .cal Information Report SvR #98026 Sources of background information for the off-site analysis include the following: Field visits and investigation were made between April 8, 1998 and April 20, 1998. United States Department of Agriculture topographic and soils maps. Upstream Drainage Analysis There are no upstream tributary areas draining onto the site The drainage basin used for stormwater analysis is totally contained within the site, Downstream Drainage Analysis See "Off -Site Analysis Drainage System Table" on the following page. In summary the '/a mile downstream analysis showed no major existing problems. Symbol Drainage'. :: Component Type, Name, and. Size .. Drainage Component :- Description Slope Distance from site . discharge Existing . Problems Potential Problems Observations of field inspector resource reviewer, or resident see map Type: sheet flow, Swale, stream, channel, pipe, pond; Size: diameter, surface area . : drainage basin; vegetation, cover, : depth, type of seneative area volume , . .. . % : 1/4 mi u. 1,320 ft constrictions, under capacity; ponding, overtopping, flooding, habitat or organism destruction, scouring bank sloughing, sedimentation, incision, other erosion tributary area likelihood of problem, overflow pathways, potential Impacts. A SriE 17.5CHAe r /n.✓ G ti feil/t ?Z D/rAiN46e S• SAN 0 /410/17& A/04 /5 A,/PL c,, m c/ 7 6 ( 'ArC 1 S5,95m/ /A/vc / 5 7i _ NONE A/O/Vg- / , C C. n (/NCEA" PA e ON /o 0 G t / /NONE /l/64v6 , r D CA 545iN S /ivv T / S of n/ v A rc rva, /E- E i Z" 2. G . P j/NAex w Gc/Ae,i,' A'(% ZG - .3Z i Nil/lie it.km./E „ F 5D froA/i1 ote ,'A/ 5/L - „iAix /i./orfe /i/OivE= ,, 15l( ,Q. Ci 1 iNR/z 7 1je/gLK Q,3? 52 -55 Non r 4/0//e ,/ SD OA t vNV12 goA 17 W/a V 0 4/em/E /!/oNG , , 1 21 0 cC ? 1/NL1'7e teo4Pc✓14 / 1a21% 3 r- ib7 Nonce /fra'vE i, 5D pvim NotE 1/ foAct vvt f kovr 1vi,,MJe , i K Z ( 0.C. P i M 2oA'wA / 0121% (079' -1QJ9 n, ivy / t/6 ie 1, L 5D v ANY1 bz UNreZ AMP A/AL-1 4/on/r” ,zo.vr r r fly! 2'-! 2.C. F'. v /2'oAP A 0.(8 a l lcn')''13Zo , A.o ,, OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE /�� f? h p n Surface Water Design Manual, Core Requirement #2 Basin: lo/ tfi/er amoi 4( eAsi / Subbasin Name: Subbasin Number: L1Tabre.doc 11/2/92 HUSKY IDEALEASE DOWNSTREAM ANALYSIS DIAGRAM c C SITE S V R 1001 lesion haws Sd tls.MA98104 Plow 206.2210326 HUSKY DEALEASE DOWNSTREAM ANALYSIS DIAGRAM (DETAILED) 12. Project: 98026 FIGURE 8 0: \98 \98026C \fIGI.OWG cA C C C C C C C C C.; C c C c c � C It C 4 Husky Idealease Teb,.Jcal Information Report Fuel Dispensing Project SvR #98026 Retention/Detention Analysis and Design Calculations for this section are contained in Appendix A. Part A - Existing Hydrology The existing hydrologic analysis can be found in the Appendix of this TIR. The existing project area is shown in Figure 3. Part B - Developed Hydrology The proposed hydrologic analysis can be found in the Appendix of this TIR. The developed project area is shown in Figure 4. Part C - Hydrologic Analysis Conveyance system analysis can be found in Section V and the Appendix of this TIR. Part D - Retention/Detention System No retention/detention facility is required for this project. 13 C C C C C C • C • Husky Idea lease Fuel Dispensing Project Conveyance System Analysis and Design Calculations for this section are contained in Appendix A. Tec :ical Information Report SvR #98026 On-site Conveyance The proposed storm drainage system will maintain existing drainage patterns. The parking lot stormwater runoff will be collected and routed through the proposed storm drainage system. Conveyance calculations show that the proposed storm drainage facilities are adequate in size, and will have less than 0.5 cfs increase in the flow of stormwater runoff from the site. Off-site Conveyance The proposed storm drainage system will connect to the existing storm drainage system and should not result in downstream stormwater runoff problems. Water Quality Facilities Water quality will be provided by grass filter strips, a grass lined conveyance swale, an oil/water separator, and downturned elbows in storm drain structures. The filter strips were sized per the King County Surface Water Design Manual, and will be the required 15 ft length. These facilities will remove debris and contaminants as well as prevent any eroded materials from being transported downstream. C Husky Idealease Fuel Dispensing Project Special Reports and Studies No special reports or studies have been prepared for this project. 15 TeLcal Information Report SvR #98026 Basin and Community Plan Areas Husky Idealease ti Teb..:_...cal Information Report Fuel Dispensing Project SvR #98026. This site is located within the Green River Basin and Community Planning Area.. C C {. C. C C C`. C C C C C C.. C` 16 Husky_ Idealease Fuel Dispensing Project Other Permits No Special Permits are required for this project. C` C. C C C c C C C C (. C . C` C C` C. •C C C C C ( Husky Idealease Fuel Dispensing Project Erosion and Sedimentation Control Design A combination of Best Management Practices (BMPS) will be utilized to limit erosion and sediment runoff during the construction and restoration phases of this project. Preservation of natural vegetation, limiting the area of construction impact, and efforts to limit the site construction to the dry season, will be used in combination with the erosion and sedimentation control facilities. Temporary seeding will be used to control erosion in areas that will remain bare for a period longer than 15 days. Areas exposed at any given time will be limited to the minimum as is practical. Permanent seeding will be established as rapidly as possible. Filter fabric fences and catch basin protection will be used to prevent sediment transport from the site. 18 ,;al Information Report SvR #98026 - Husky Idealease Fuel Dispensing Project C C (. ( (. The contractor shall provide all bonds required for work in the public Right -of -Way and for private Conveyance Systems; as required. 19 •-• r t 1 r's r• r; "Th e 4111 nag Coaely Deptgateg et Develogemst wed Eaviremegal Service, 360313611114m Soudtess Bellevue, Washington 95006-1400 Project Name: SIERRA Project No.: Date: • Location: Sierra Activity No. SUBTOTAL FOR PO( ESC SUBTOTAL tte- IMPROVEMENT' D.'QUANTITY AKSHEETk.„, • ClawIRamoys limb. by hand Unitrffi .24 Nr•Y•47% ° i; s 1P , U4k z.;aUnit*..im SY . ( 111(14*TI N C tif`i."; tRitilfi-Or-wAYA AatAkliz , 1394131AL ITEMS - 7 .:": i:FtfrUIVOUNLICiM;3; , 151PROVEMENTat #.0 PRIVATE IIMPROVEINDITS la71 sysymeMILV WcaliindwN , • '**,,Aft iawilvd.n% krelos* .,:';'-': . ., : :liedi .. : Pd&e.' -:.:;• ''',-..:.:''.."-- ' :,:' ...' ' ' '.. ' -.t Unk * .::::.: ,. - - - ,^ ,...::;•..'... FOR ENTIRE .;:':ii'' OiiiraltY....:. •,' ;.i - -,:•:.%'>' ' ,,, ',$.'gir. PROJECT' ; .'..,.€ EROSION/SEDIMENT CONTROL Fence, silt $ 1.30 LY Hydroseedina .40 SY Juts Mash 1.00 SY Mulch, by hand, straw, 2 dap .35 SY Mulch, by machine, straw, 1• deep .40 SY Rock Constr Entrance, 50' x 15' x 1' 1,030.00 Each Rock Constr Entrance, 100' x 15' x 1' 1,1300.00 Each Smfing, by hand .35 SY •-• r t 1 r's r• r; "Th e 4111 nag Coaely Deptgateg et Develogemst wed Eaviremegal Service, 360313611114m Soudtess Bellevue, Washington 95006-1400 Project Name: SIERRA Project No.: Date: • Location: Sierra Activity No. SUBTOTAL FOR PO( ESC SUBTOTAL tte- IMPROVEMENT' D.'QUANTITY AKSHEETk.„, • ClawIRamoys limb. by hand Unitrffi .24 Nr•Y•47% ° i; s 1P , U4k z.;aUnit*..im SY . ( 111(14*TI N C tif`i."; tRitilfi-Or-wAYA AatAkliz , 1394131AL ITEMS - 7 .:": i:FtfrUIVOUNLICiM;3; , 151PROVEMENTat #.0 PRIVATE IIMPROVEINDITS la71 sysymeMILV WcaliindwN , • '**,,Aft iawilvd.n% krelos* ""*. Al'h■ Amii ' at 011 0 ..■101.• r11.40C1/ 1•0. • " !'•-••• IMPROVEMENTS : Grinding, 4' machine : Removal/Disposal/Repair Meads, type III Muds, type I rb, extruded asphalt rb. extruded concrete Unk ............ 7.00 80.00 30.00 20.00 1.80 1.80 9.30 6.80 10.30 22.50 1.30 1.10 .70 6.40 20.80 23.80 .20 2.90 4.70 5.40 6.50 Unft • :Tfucorr,pc:WAV: , Price;• FUTURE F(.RUO PRI • : • ,'•• IMPROVEMENTS Ou.ndty Pd SY SY LF LF LF IF LF LF LF SY IF LF LF SY SY SY SY LF Each LF SY SY RID FACIthif AND • CONVEYANCE SYSTIMS :':';'•••9tisntitY Quantity • C—ht. aulkndtr.;' cernplaui: Moe Quantity: Complete Piles rb & Gutter, rolled rb & Gutter. vertical molitioniDisposel. curb & gutter molition/Disposal, sidewalk wcut, asphalt. 3 depth wcut, concrete. per 1 depth slant wider, AC, see AC Road oulder, gravel .war, 4. thick, vertical curb ewalk, 5 thick, rolled curb iping, 4 reflecterized line 1ping, per parking stall ckened Edge AD SURFACING rock - 2.5 base & 1.5' top course) Overlay, 1.5" AC Overlay. r AC SUBTOTAL FOR PAGE Sierra Project No. r'1 ^ ! r'. �\ �� \ / r` � ! . r•-• r., ,' t ' '.. r. .' e" Plpa, Price Unit Prio.. Unit • 13.70 SY 9.10 SY 16.50 SY 11.00 1 SY 18.30 1 SY 10.80 SY 19.10 SY 12.70 + SY 30.00 Ton 7.20 I SY 4.70 I SY 14.30 1 SY 16.60 I SY 9.30 1 SY 290.00 1 Each 475.00 I Each 850.00 1 Each 1,000.00 I Each 1,300.00 j 4' deep +320.00 I +1'depth 1MPROVEMENTa r Quantity Prloe EXISTING ... • RIGHT -OF -WAY Ownity Prloe Quantity PRIVATE :.. IMPROVEMENT RID FACIUTIES AND CONVEYANCE • SYSTEMS • Price BOND REDUCTIONS r Quantity. Quantity Complete Price Complete Prloe Auandiy Complete Price 1Th AINAGE MD SURFACING (Con't.) : Rod 2' 4" rock Rrst 2500 SY : Road. 2 4' rock, Qty. over 2500 SY : Road 3" 4' rock Rrst 2500 SY : R od3 , ', 4" ro, Qty ck . over 2500 SY Rod. 5'. Rrst 2500 SY Rod 5', Qty over 2500 SY Rod. 6'. Rrst 2500 SY Rod. 6'. Qty. over 2500 SY chair Treated Base (ATB) (Assume 2.05 ton/ cydl keel Rod, 4' rock, Rrst 2500 SY .vet Rod. 4' rock Otv. over 2500 SY C Road. 5', no base C Road. 6', no base Corrugated Plastic sass Road RID lards - fixed lards - removable Is include frame and lid) Type I Type IL Type It, 48' demister r additionel depth over 4' ras -1 2a04 t N•12 or equivalent) SUBTOTAL Pat FAN Page 4 • Sierra Project No. RAINAGE (Con's.) 3 Type IL 54' diameter `or additional depth over 4' 3 Type IL 60' diameter 'or additional depth over 4' 3 Type II. 72' diameter or additional depth over 4' rrouph -curb Wet Framework (Add) eanout, PVC 4' eanout, PVC, 6' 'snout PVC 8' Avert, PVC 4' avert. CPP, 6' dvert PVC, 6' Avert, CMP, 8' Avert. concrete, 8' Avert. CPP 8' Avert. PVC, 8' Avert, CMP, 12' Avert, concrete, 12' Avert, CPP, 12' Avert CMP, 15' avert concrete, 15' Avert CPP 15' Avert, CMP. 18' r r i• f1 T SUBTOTAL FOR PAGE • • Sierra Project No. 1,450.00 +370.00 1,600.00 +410.00 2,200.00 +520.00 225.00 86.00 115.00 142.00 4.50 9.30 6.40 9.50 12.90 10.00 8.00 14.60 17.90 16.50 18.70 22.50 18.50 21.90 4' deep +1' depth 4' deep +1' depth 4' depth +1' depth Each Each Each Each LF LF LF LF IF LF LF LF IF LF LF IF LF LF EXISTN0 "`.:' : : BIGHT.OF -WAY n :'tarot PRNATE t3, EIIPROVEM RID FACILITIES AND CONVEYANCE BYi _ .` Ouandry Com 1p to �Oiwitlty' rco u. m+rrtM! , Complete : 3 RAINAGE (Con'Ll Avert. concrete, 18" Avert. CPP, 18" Avert, CMP, 24" Avert, concrete, 24' Avert. CPP 24" Avert. CMP, 30' Avert. concrete, 30" Avert, CMP, 36" dvert, concrete 36" Avert, CPP 36" avert, concrete, 42" Avert. CMP 48' avert. concrete 48" avert. CMP, 60" avert, concrete. 60' tching, ben roadside flat Dispersal Trench inch Drain d -tank Access Riser, 36" nd Overflow Spieway etrictor /08 Separator, 12" stiletto/09 Sepwator, 15" strictor /Ori Separator, 18" !late -t2 »4 Prior : :: 27.60 22.00 30.30 39.80 29.00 38.60 64.70 62.80 83.20 39.00 101.80 80.60 113.00 112.00 164.00 5.40 base + 15.00 12.30 700.00 4.70 785.00 885.00 1.035.00 Dolt LF LF LF LF LF IF LF LF LF IF LF LF LF LF LF CY LF LF Each SY Each Each Each EXISTING RIGHT- OF•WAY FUTURE PUDIC ROAD • • W►ROY EMENft; tlueethy Pri ce' Quantity .PRIVATE :IMPROVEMENTS • .. Quantity RID FACILITIES AND CONVEYANCE SYSTEMS . .. Oman Price Ouendty Complete •OND REDUCTIONS ou.ndty CompMt. Quantity Complete 1,100 SUBTOTAL FOR PAGE Page 6 • , • 8.10 4.70 28.00 CY 400.00 Each 160.00 Each 185.00 Each 210.00 Each 240.00 Each SY SY 1.75 SY DUSTING £':•: RIGHT OFWAY, WN REDUCTIONS :. CO FUTUREN/UC 1 4 41 T9VErg474; Quantity ,IMPROVEMENTS ntky:i RID FAC(UTIES ANC CONVEYANCE . SYSTEMS Gu nn OS Complsu' IA) ou nt y:r ?: Completi : Price • Quantity s Complete (B) (C) P uri DRAINAGE (Con't.) Riprap, placed Tank End Reducer Trash Rack. 12' Trash Rack, 15' Trash Reck, 18' Trash Reck. 21' PARKING LOT SURFACING 2' A.C., 2' to • course rock IC 4' select borrow 1.5' to• course rock & 2.5' base course 4' select borrow WRITE-IN ITEMS • • SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: TOTAL: r'. " ? 041 01 4 Sierra Project No. PN. n n n n n r^ r• r' r* ebs rs ("�. 'f1 r 1 ("‘: !`, ^ !1 r ' t ^1 011 amities above were completed by: nature: Date: Registration Number. Telephone Number: n Name: - dress: s section to be completed by King County ND COMPUTATIONS: :abilization/Erosion Sediment Control (ESC) asting Right -of -Way Improvements sure Public Road Improvements ivate Improvements D Facilities and Conveyance Systems obet.111111 b. 114111111 TOTAL PERFORMANCE BOND AMOUNT PERFORMANCE BOND AMOUNTS (D) (E) (F) m RIGHT -OF -WAY & SITE RESTORATION BOND (0+ El (First $7.500 of bond shall be cash.) tl PERFORMANCE BOND TOTAL AFTER BOND REDUCTIONS (T -A,B OR CI 82 13 fE: The word 'bond' is used to represent Original bond computations any financial guarantee acceptable to prepared by: Date: King County. MAINTENANCE BOND AMOUNT (E+F) x 0.25 = Sierra Project No. p EFECT BOND AMOUNT x0.15= Signature of Person Preparing Bond Reduction sl /2 03 Date Data Date NOTE: Total bond amounts remdeing afar reduction stall not be less then 30%11 of the .d nl mums et the sum of doe mabnanauoe and defect amounts Morns above, whichever b greeter. Husky Idealease Fuel Dispensing Project Maintenance and Operations Manual Specific maintenance requirements for the drainage facilities are located on the following pages. These requirements detail the various defects, conditions for when maintenance is required, and the expected results after maintenance. C C C KING COUNTY, WAS :NGTON, SURFACE WATE DESIGN MANUAL NO. 5 - CATCH BASINS Maintenance Component General Defect Trash & Debris (Includes Sediment) Structural Damage to Frame and /or Top Slab Cracks in Basin Walls /Bottom Settlement/ Misalignment Fire Hazard Vegetation Pollution Conditions When Maintenance Is Needed Trash or debris of more than 1/2 cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of basin by more than 10%. Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors that would cause complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume. Corner of frame extends more than 3/4 inch past curb face into the street (if applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into the basin). Frame not sitting flush on top slab, i.e., separation of more than 3/4 inch of the frame from the top slab. Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet /outlet pipe or any evidence of soil particles entering catch basin through cracks. Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Presence of chemicals such as natural gas, oil, and gasoline. Vegetation growing across and blocking more than 10% of the basin opening. Vegetation growing in inlet /outlet pipe joints that Is more than six inches tall and less than six inches apart. Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. A -5 Results Expected When Maintenance is Performed No trash or debris located immediately in front of catch basin opening. No trash or debris in the catch basin. Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin. No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab is free of holes and cracks. Frame is sitting flush on top slab. Basin replaced or repaired to design standards. No cracks more than 1/4 inch wide at the joint of inlet /outlet pipe, Basin replaced or repaired to design standards. No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. 1/90 C C C KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL NO. 5 - CATCH BASINS (Continued) Maintenance Component Defect Catch Basin Cover Cover Not in Place Ladder Metal Grates (if applicable) Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe Trash and Debris Damaged or Missing Conditions When Maintenance Is Needed Cover Is missing or only partially In place. Any open catch basin requires maintenance. Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread. One maintenance person cannot remove lid after applying 80 lbs. of lift; intent Is keep cover from sealing off access to maintenance. Ladder is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 inch. Trash and debris that is blocking more than 20% of grate surface. Grate missing or broken member(s) of the grate. Results Expected When Maintenance Is Performed Catch basin cover is closed. Mechanism opens with proper tools. Cover can be removed by one maintenance person. Ladder meets design standards and allows maintenance person safe access. Grate openings meet design standards. Grate free of trash and debris. Grate is in place and meets design standards. KING COUNTY, WASH`i:NGTON, SURFACE WATER MANUAL. NO. 10 - CONVEYANCE SYSTEMS (Pipes & Ditches) Pipes Maintenance Component Open Ditches Catch Basins Debris Barriers (e.g., Trash Rack) Defect Sediment & Debris Vegetation Damaged Trash & Debris Sediment Vegetation Erosion Damage to Slopes Rock Uning Out of Place or Missing (If Applicable) Conditions When Maintenance is Needed Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation that reduces free movement of water through pipes. Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Any dent that decreases the cross section area of pipe by more than 20%. Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Accumulated sediment that exceeds 20% of the design depth. Vegetation that reduces free movement of water through ditches. See "Ponds" Standard No. 1 Maintenance person can see native soil beneath the rock lining. See "Catch Basins" Standard No. 5 A -11 Results Expected When Maintenance is Performed Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditches. Ditch cleaned /flushed of all sediment and . debris so that it matches design. Water flows freely through ditches. See "Ponds" Standard No. i Replace rocks to design standard. See "Catch Basins" Standard No. 5 See "Debris Barriers" Standard No. 6 See "Debris Barriers" Standard No. 6 1/90 c. General c t c ( c c c C_ KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL t NO. 11 - GROUNDS (Landscaping) C. Maintenance Component Defect Weeds (Nonpoisonous) Safety Hazard Trash or Utter Trees and Shrubs Damage Conditions When Maintenance Is Needed Weeds growing In more than 20% of the landscaped area (trees and shrubs only), My presence of poison ivy or other poisonous vegetation. Paper, can, bottles, totalling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Umbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees or shrubs that have been blown down or knocked over. A - 12 Tress or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. Result Expected When Maintenance is Performed Weeds present in less than 5% of the landscaped area. No poisonous vegetation present In a landscaped area. Area dear of litter. Trees and shrubs with less than 5% of the total foliage with split or broken limbs:. Tree or shrub in place free of Injury. Tree or shrub in place and adequately supported; remove any dead or diseased trees. ••,••• • • • • • •••. APPENDIX C Calculations c. Hydrology/Runoff Water Quality __.. ` --` i fwx4IPSc'?' /m' ✓rte :ys ! /47/A i " i z o vg c; ,F `' i a: > i At=e . 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C C C C C C t C c C c t c C DESIGN COMPANY I l I • I i A Al! / ACS I Far , ',I , V' l o 'J I I • Sheet / of Job z g026 Civil Engineering Project ylv3 16 Planning Designed by cam- Date t ilt /1 landscape Architecture Checked by Date I i i I r T I f ;; 1008 Western Avenue, Suite 301 Seattle, WA 98104 Phone: 206.223.0326 Fax: 206. 223.0125 email: svr@svrdesign.com -__• ,, ^, _ .,.., • C C. C C. C C C C 4/21/98 10:30:18 L SvR Design ColLny HUSKY IDEALEASE SVR #98026 BASIN ID: DEV-10YR SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL....: BASIN ID: DEV-25YR SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL 0.78 Acres KC24HR 2.90 inches 10.00 min 0.78 Acres KC24HR 3.40 inches 10.00 min BASIN SUMMARY NAME: DEVELOPED CONDITIONS - 10 YEAR BASEFLOWS: 0.00 cfs PERV IMP AREA..: 0.13 Acres 0.65 Acres CN 90.00 98.00 TC 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 200.00 ns:0.0110 p2yr: 2.00 s:0.0120 TcReach - Channel L: 119.00 kc:42.00 s:0.0200 PEAK RATE: 0.56 cfs VOL: 0.17 Ac-ft TIME: 470 min NAME: DEVELOPED CONDITIONS - 25 YEAR BASEFLOWS: 0.00 cfs PERV IMP AREA..: 0.13 Acres 0.65 Acres CN 90.00 98.00 TC 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 200.00 ns:0.0110 p2yr: 2.00 s:0.0120 TcReach - Channel L: 119.00 kc:42.00 s:0.0200 PEAK RATE: 0.66 cfs VOL: 0.20 Ac-ft TIME: 470 min BASIN ID: DEV-2YR NAME: DEVELOPED CONDITIONS - 2 YEAR SBUH METHODOLOGY TOTAL AREA • 0.78 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION 2.00 inches AREA..: 0.13 Acres 0.65 Acres. TIME INTERVAL 10.00 min CN 90.00 98.00 TC . 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 200.00 ns:0.0110 p2yr: 2.00 s:0.0120 TcReach - Channel L: 119.00 kc:42.00 s:0.0200 PEAK RATE: 0.37 cfs VOL: 0.11 Ac-ft TIME: 470 min page 1 ' 4/21/98 10:30:18 am SVR #98026 BASIN SUMMARY • SvR Design Company page 2 HUSKY IDEALEASE NAME: DEVELOPED CONDITIONS - 100YEAR BASIN ID: DEV100YR SBUH METHODOLOGY TOTAL AREA 0.78 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION 3.95 inches AREA..: 0.13 Acres 0.65 Acres TIME INTERVAL 10 00 min CN 90.00 98.00 TC 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 200.00 ns:0.0110 p2yr: 2.00 s:0.0120 TcReach - Channel L: 119.00 kc:42.00 s:0.0200 PEAK RATE: 0.78 cfs VOL: 0.23 Ac -ft TIME: 470 min BASIN ID: EX -100YR NAME: EXISTING CONDITIONS - 100 YEAR SBUH METHODOLOGY TOTAL AREA 0.78 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION 3.95 inches AREA..: 0.24 Acres 0.54 Acres TIME INTERVAL 10.00 min CN 90.00 98.00. TC 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 200.00 ns:0.0110 p2yr: 2.00 s:0.0120 TcReach - Channel L: 119.00 kc:42.00 s:0.0200 PEAK RATE: 0.76 cfs VOL: 0.22 Ac -ft TIME: 470 min BASIN ID: EX -10YR NAME: EXISTING CONDITIONS - 10 YEAR SBUH METHODOLOGY TOTAL AREA • 0.78 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION 2.90 inches AREA..: 0.24 Acres 0.54 Acres TIME INTERVAL 10.00 min CN 90.00 98.00 TC 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 200.00 ns:0.0110 p2yr: 2.00 s:0.0120 TcReach - Channel L: 119.00 kc:42.00 s:0.0200 PEAK RATE: 0.53 cfs VOL: 0.16 Ac -ft TIME: 470 min C C C C , • ' , • .‘• . • 4/21/98 10:30: am SVR #98026 SvR Design Company page 3 HUSKY IDEALEASE BASIN SUMMARY ( BASIN ID: EX-25YR NAME: EXISTING CONDITIONS - 25 YEAR SBUH METHODOLOGY TOTAL AREA 0.78 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION 3.40 inches AREA..: 0.24 Acres 0.54 Acres TIME INTERVAL 10 00 min CN • 90.00 98.00 TC 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 200.00 ns:0.0110 p2yr: 200 s:0.0120 TcReach - Channel L: 119.00 kc:42.00 s:0.0200 PEAK RATE: 0.64 cfs VOL: 0.19 Ac-ft TIME: 470 min BASIN ID: EX-2YR NAME: EXISTING CONDITIONS - 2 YEAR SBUH METHODOLOGY TOTAL AREA 0.78 Acres BASEFLOWS:' 0.00 cfs RAINFALL TYPE KC24HR PERV IMP PRECIPITATION • 2.00 inches AREA..: 0.24 Acres 0.54 Acres TIME INTERVAL 10.00 min CN 90.00 98.00 TC....: 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 200.00 ns:0.0110 p2yr: 2.00 s:0.0120 TcReach - Channel L: 119.00 kc:42.00 s:0.0200 PEAK RATE: 0.34 cfs VOL: 0.10 Ac-ft TIME: 470 min • C C C f ° ! kL i 'P / :Ol f11�1�ZZ4 i+/s �. • C. C C C C. C C C C . C C C C C ( C C ( C ( C C DESIGN COMPANY Civil Engineering Planning Landscape Architecture L Sheet / of / Job 'r,E g G ^ Y? 2 lc Project u ' ' LeA Designed by t Dote Checked by Date 1008 Western Avenue, Suite 301 Seattle, WA 98104 Phone: 206,223.0326 Fax: 206, 223,0125 email: svr ®svrdesign.com I I 1 1 i j 1 1 - I I I I I I i I i i ; I . j j l i I ' . i i i i l i ,i —T � 6 W/4i,7 ' o F t � I ` r /� , � I . i 1 • 1 i 1 C C C f ° ! kL i 'P / :Ol f11�1�ZZ4 i+/s �. • C. C C C C. C C C C . C C C C C ( C C ( C ( C C DESIGN COMPANY Civil Engineering Planning Landscape Architecture L Sheet / of / Job 'r,E g G ^ Y? 2 lc Project u ' ' LeA Designed by t Dote Checked by Date 1008 Western Avenue, Suite 301 Seattle, WA 98104 Phone: 206,223.0326 Fax: 206, 223,0125 email: svr ®svrdesign.com t � _ i , 1 ! 1 • GE ra/ a� T i%M r /r-m i ✓ i / >' fy/J, cr . ; I 1 1 • Li_,_ . . lo sf i c,fw or ___* ix ■ T H__\ : I I I ) ° Q ,41/M •.o FE _ Icy _I 1 C C C f ° ! kL i 'P / :Ol f11�1�ZZ4 i+/s �. • C. C C C C. C C C C . C C C C C ( C C ( C ( C C DESIGN COMPANY Civil Engineering Planning Landscape Architecture L Sheet / of / Job 'r,E g G ^ Y? 2 lc Project u ' ' LeA Designed by t Dote Checked by Date 1008 Western Avenue, Suite 301 Seattle, WA 98104 Phone: 206,223.0326 Fax: 206, 223,0125 email: svr ®svrdesign.com C. C C C. C C C C C. t C C C C. C. C c C C C C C C C DESIGN COMPANY Civil Engineering Planning landscape Architecture 62 1 0;7E. � 14 ! W62rs . Sheet / of Job # 9g0zve, Project HUSCi eeA,` Designed by Ct Dote _/ Checked by p Date i 1008 Western Avenue, Suite 301 Seattle, WA 98104 Phone: 206.223,0326 Fax: 206. 223.0125 emoil: svr @svrdesign.com C: C. C C 0.16. ft 2.08 fps 0.38 sf 2.65 ft 2.72 ft 0.16 ft 0..0213 ft/ft 0.97 (flow is Subcritical) Trapezoidal Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: HUSKY - 01 Comment: CONVEYANCE SWALE - HUSKY IDEALEASE 01 Solve For Depth Given Input Data: Bottom Width Left Side Slope.. Right Side Slope. Manning's n...:.. Channel Slope.... Discharge Computed Results: Depth Velocity Flow. Area... Flow Top .Width... Wetted Perimeter. Critical: Depth... Critical Slope... Froude Number.... Open Channel Flow Module, Version 3.3 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd.* Waterbury,:Ct 06708 C C. C C. C C C C.. C c C. t. C c.. C c C C c c c c. c c DESIGN COMPANY Civil Engineering Planning Landscape Architecture Sheet / of Job / Gf 0cE6 Project . L' Designed by CM" Date 4 /3 Checked by 2 — Dote If 1008 Western Avenue, Suite 301 Seattle, WA 98104 Phone: 206.223.0326 Fox: 206, 223,0125 email: svr @svrdesign,com • ; /I f r.c -' G. ✓ / / C (c/eA 7la,/ . r G / T0 gX,��. I('7 �` 4� 1 j i ' ` ` — Q er► d �stx//F ! i_. f0=i4 i om- _ /ye i S %mac/ ' 0 l ..1 1 , , ,. —•— r- I ' � J� "7 / .� -r 1J-� 7:. 0, ��" `� 4(>:: � Q. ' C2 rr 1 :•,iAi.F" i l o s o SF — 6 , 4 u 5 A'c ;It. -3 i' G i iM i.-iI E 1 i _...... Q 1 r , , I r1 f C�J r\1 62 yo f 1 I , ■ a. ■ . ■vSRRUSvS _ass. C C. C C. C C C C.. C c C. t. C c.. C c C C c c c c. c c DESIGN COMPANY Civil Engineering Planning Landscape Architecture Sheet / of Job / Gf 0cE6 Project . L' Designed by CM" Date 4 /3 Checked by 2 — Dote If 1008 Western Avenue, Suite 301 Seattle, WA 98104 Phone: 206.223.0326 Fox: 206, 223,0125 email: svr @svrdesign,com Worksheet Name: HUSKY - 02 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Comment: CONVEYANCE CALC. - Solve For Full Flow Diameter Given Input Data:' Slope Manning's n Discharge Computed Results: Full Flow Diameter' Full Flow Depth Velocity Flow Area . Critical Depth. Critical. Slope. Percent Full Full Capacity QMAX ©.94D....... Froude Number CB #1 TO EXIST. CB. 0.45 ft: 0.45 ft 2.48 fps 0.16 sf: 0.33 ft. 0.0128 ft /ft 100.00 0 0.40 cfs 0.43 cfs FULL Open Channel Flow Module, Version 3.3 (c) Haestad Methods, Inc. * 37 Brookside Rd * C f C C. • 4 /4 /lt4f C C: C t C c c c C DESIGN COMPANY Civil Engineering Planning Landscape Architecture Sheet I of Job # 6 MOZC Project i '5k GCS; Designed by CW Dote Checked by Date ri/sD ( 1008 Western Avenue, Suite 301 Seattle, WA 98104 Phone: 206.223.0326 Fax: 206. 223.0125 email: svr®svrdesign.com t ! r ' i ! r . . . (. 1+ V ! . ; I 1 , . -. '- ; n ( Q9 9, 8' _2a Sc -- : 4/U. r 3� { - ' --^ -5�L _rte 3 ! , 1 1 ! i _ 1 I i l i I ` 1 1 , i ii — G(n! ' ' ; 42 4 Lf ' /jai irekty s ' I 'i a ' ! � , � 1 i - ° ar r - El 3■ �� li■■ ■a■■■ ■■■ ■ ■�i aa■ ■a ■ : -co ■ v�■■ ii■nni ■vn■■■ an ■■■■■ ■■aia ■1111■ ■■1■■■■■■ ■ ■a ■ ■s ■■■■■■■■■■■■■ ■■■■■■■■■■■■■ 111 ■■ ■■■■■in ■ 1■■■■■■■ 111111 1111111 ■■■■■1111® ■ ■ 111 1 1111111111 ■■ 1 1111111 ■■■ ■ ■ ■■ ■1■■■■■■ ■■■■ ■■ ■■ 1111 ■ H III 111 ■ ■■ ■■ ■■• ■■�i■ • ...__ -L. ■ C f C C. • 4 /4 /lt4f C C: C t C c c c C DESIGN COMPANY Civil Engineering Planning Landscape Architecture Sheet I of Job # 6 MOZC Project i '5k GCS; Designed by CW Dote Checked by Date ri/sD ( 1008 Western Avenue, Suite 301 Seattle, WA 98104 Phone: 206.223.0326 Fax: 206. 223.0125 email: svr®svrdesign.com C C BASIN ID: WQ NAME: WATER QUALITY DESIGN STORM SBUH METHODOLOGY C. TOTAL AREA 0.78 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE KC24HR. PERV IMP C PRECIPITATION 0.67 inches AREA..: 0.13 Acres 0.65 Acres. TIME INTERVAL 10 00 min CN 90.00 98.00 TC 5.00 min 5:00 min ABSTRACTION COEFF: 0.20 TcReach, -. Sheet L: 200.00 ns:0.0110 p2yr: 2.00, s:0.0120 TcReach - Channel L: 119.00 kc:42.00 s:0.0200 PEAK RATE: 0.09 cfs VOL: 0.03 Ac -ft TIME: 4/21/98 SVR #98026 1:18:29 pITC BASIN SUMMARY C. C C TOP SECTION No. 660 -2 -332 P 1.490 lbs. r � k C.' (. C BASE ASSEMBLY No. 660 -CPS -B 6,500 lbs. C C C L C OUTLET PIPE With Sampling Tee By Others 'OUTLET PIPING TO BE LARGER THAN INLET PIPE 5!! - 1 1" Dia. Lift Hole. 1 Each Side, 2 Sides Contractor To Plug (Grout) After Installation INLET PIPE With Sampling Tee By Others Oil Retaining Weir - 6' -0" Coalescing Media UTILITY VAULT COMPANY Copynght *1985 1:11 Oldcastle'pnca:a or„ All Rights Reserved Sediment Weir - (4) 3 14 ".Dia. Lift Inserts 660 -CPS OIL WATER SEPARATOR Projected Plate Area = 444 Sq/ft Maximum Process Flow = 415 GPM 6' -8" — UV Co. 2 -332P, Galvanized Diamond Plate Cover With Locking Latch For Details Of Access Covers, See COVER Section. ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. FOR DETAILS SEE REVERSE SIDE. 133 Issue: January, 1996 660 -CPS OIL WATER SEPARATOR Projected Plate Area = 444 Sq/ft Maximum Process Flow = 415 GPM TOP ELEVATION 4- INLET I.E. INLET PIPE With Sampling Tee By Others 1 'h-" Dia. Lift Hole 1 Each Side, 2 Sides Contractor To Plug (Grout) After Installation - IJ_m0lll Sediment Weir STRUCTURAL NOTES: 1. Concrete: 28 Day Compressive Strength fc = 4500 psi 2. Rebar: ASTM A-615 Grade 60 3. Mesh: ASTM A -185 Grade 65 4. Design: ACI- 318-89 Building Code ASTM C-857 "Minimum Structural Design Loading For Underground Precast Concrete Utility Structures" 5. Loads: H -20 Truck Wheel w/ 30% Impact Per AASHTO GENERAL NOTES: 1. All Baffles and Weirs To Be Precast Concrete 2. Static Water Depth = 4'-0" 3. Contractor To: Supply and Install All Piping & Sampling Tees Grout In All Pipes Fill w/ CLean Water Prior To "Start -Up" Of System Verify All Blockout Sizes and Locations 6' -8" Top Section 6' -0" Vault UV Co 2 -332P, Galvanized Diamond Plate Cover PLAN VIEW 0' Coalescing Media SECTION AA 133.1 •t, - Hold -Down For Coalescing Media . 1 /4" Dia. Lift Insert 4 Places In Top Section 0 0 T CO —' A b is 0 Oil Retaining Weir INFORMATION NEEDED: - Top Of Separator Elevation - Inlet Pipe Size - Inlet Pipe Elevation - Outlet Pipe Size Outlet Pipe Elevation to OUTLET PIPE With Sampling Tee By Others • OUTLET PIPE TO BE LARGER THAN INLET PIPE OUTLET I.E. yr BASIC DESIGN INFORMATION: INFLUENT CHARACTERISTICS - Oil Specific Gravity = 0.88 Operating Temperature = 50" Influent Oil Concentration = 100 ppm Mean Oil Droplet Size = 13,0 micron 0.033 fUmin Oil Rise Rate Designed Per Washington State Department Of Ecology 100Yo FLOW EFFLUENT COLLECTED RATE QUALITY SIZE 110 GPM 10 ppm 60 Micron BUSINESS OFFX.T 121 E. KOFFMAN, SUITE C SPOKANE, WA1IUVVTON 1!2•7 00) 07-604 FAX 0/f) 4174119 City of 7lskwila, Washington Fax No. (206) 431-3665 Attn: a av+elarsan Re: 28' x 40' Canopy for Husky International hi Tukwila In order to expedite this project, I have decided to have the contractor place a spread footing 3' -0" x 6' -0" under the formed 3' -0" square x 6' -0" deep footings now at the site. The footings will be poured monolithically and the area of sapport will be doubled bringing the bearing pressures for the full 25 psf live load to under 1000 psf. Please see the attached drawing and refer to nay calculations last week if necessary. Please gh'e this your immediate attention so the contractor may continue with the concrete work. Please call if you have any questions or if you need any additional information. C, / dially� WA, ` se . Bo Jr., P.E. Washington Li SMB:sb No. 17093 CC: Joel , Saybr Contractors, Inc. Randy, Northwest Canopy Structures SEPTEMBER 15, 1998 FAX TRANSMITTAL CONSULTIAV STRUCTURAL ENGINEER TO ARCXITECTS, BUILDERS, DEVELOPERS AND HOME OWNERS CITY OF TUKWILA APPROVED SEP 1 6 1998 AS NOILv !3U DINU' r. MsiON A 3' -0' X 6' -O' SPREAD FOOTING WILL BE INSTALLED UNDER THE FORMED 3' -O' 5Q. X 6' -O' DEEP PIER. THE PIER AND FOOTING WILL BE PLACED MONOLITHICALLY. tfr NEW SPREAD FOOTING DETAIL HUSKY INTERNATIONAL TUKWILA, WASHINGTON SAYBR CONTRACTORS, INC. SEATTLE, WASHINGTON JOB NO. g201f HOW ,s'l /TG ( gaciff &sH/NCM MO (970 /87-6/1D DRAUR4 5115 CHECKED 9s SHEET NO. (3 > NO. 5' LENGTHWISE AND ( 5) NO. 3'S CROSSWISE CITY OF TUI(WILA APPROVED S E P 1 6 1998 AS 11 fED MUILDING DIVISION OF 1 SEPTEMBER 15 1998 f EXPIRES 3/17/ 63 • • O - 1M I G a = O UM — a — 1 $:.;-,...s.,:., ; : ; : ., :. 1 ;s," : \ \' . \`• ,- : :; -,i i::: MN M =— — w ■ NM w — In ON A 3' -0' X 6' -O' SPREAD FOOTING WILL BE INSTALLED UNDER THE FORMED 3' -O' 5Q. X 6' -O' DEEP PIER. THE PIER AND FOOTING WILL BE PLACED MONOLITHICALLY. tfr NEW SPREAD FOOTING DETAIL HUSKY INTERNATIONAL TUKWILA, WASHINGTON SAYBR CONTRACTORS, INC. SEATTLE, WASHINGTON JOB NO. g201f HOW ,s'l /TG ( gaciff &sH/NCM MO (970 /87-6/1D DRAUR4 5115 CHECKED 9s SHEET NO. (3 > NO. 5' LENGTHWISE AND ( 5) NO. 3'S CROSSWISE CITY OF TUI(WILA APPROVED S E P 1 6 1998 AS 11 fED MUILDING DIVISION OF 1 SEPTEMBER 15 1998 f EXPIRES 3/17/ 63 BUSINESS OFFICE 913 E. HOFFMAN, SUITE C SPOKANE, WASHINGTON 0W (TI!) 417 -6dN, FAX (se!) 4174199 City of Tit wile, Washington Fax No. (206) 431-3W mie M. Boyds , "r., P.E. Washington License No. 17093 SMB:sb CC: Joel , Saybr Contractors, Inc. Randy, Northwest Canopy Structures SEPTEMBER 11, 1998 FIX TRANSMITTAL COMULTING STRUCTURAL ENGINEER 1O ARCHITECTS, BUILDERS, DEVELOPERS AND HAKE OWNERS Attn: Dave Larson Re: 28' x 40' Canopy for Husky International in Tukwila Regarding the bearing pressures under the new support footings, the following calculations and comments are presented. I sincerely hope that you will take my comments in consideration and allow the contractor to pour concrete this afternoon. The project needs to be moved ahead and the placement of backfill scheduled to be installed properly for the lateral support of the footings. Please call if you have any questions or if you creed any additional information. rdiallye 923 E. HOFFM4N "C SPOKANE, U ASHINGTON 99201 509? 481 -6430 FAx (509) 481 -5119 1 (( gg . PROJECT Z E7 C 4 tiruSiefyi SUBJECT r' ),ra+ Pel SHEET NO OF CALCULATED BYS • ATE c i/<< N CHECKED BY DATE A pekLc 410, tP (//1isS v 2L S0 s 'F- LU O Gb 66 4 J u., 2 s 1'S F t J C.t3■ t "b-e,A - 149-0PC) is A g v4- LA Sn. is rn 1 '1 3 S 621/4- (' - DecP -rvi 73E - pp 4t/ Puftsot-- e-vreefu(d4- 5 Jed ` t l (mac ? ei, i t+'vice 923 E. I- ■OFFMAN "G SPOKANE, WASHINGTON 99201 509) 481-6430 FAX i 509? 481-5119 1 ( 1 1 PROJECT 2B k4o' b&' St 4' C•V . o' \ SUBJECT RS=71 AILI ?#.tsc u'z i SHEET NC. OF CALCULATED SYS J 5 7i b 4TE i CHECKED BY DATE 6410;lp c.( -bUrP• s- 'D Z c,e4.-Nto _ 28(4-0(2.35 = 25'76 CIS 1.1) 10 sic IZ 1>04 CANS = (¢)(4- d)( = 1'j 2 o LBS W 14x $mss = Cz)( *0) = I z /oUss TS l Z k l z % " COC,UMAK = Z ((1)(39 . _ (34o CSS LU CMG: l - a-p- cerenioy i CAL c u las'A1 Sock-6 t r l- ,t"pc, 44-CA/I . � - - bWL IA) T 1 124CA S 1P'SL = iiz (0 z & ` LL Fat, A- - p Ptssc Ar C Mb -'S 1 g(w —:U se 4 1-0 ,1-1,C. LPG & Smit4c tia A-14/1> Ce#4.) S L At , t,t•4 't -r9p- ' z L Wu: C-491 t%)61124--1> (3 8j : 4i'o't`v (•as L1) i iUL, O ro "D tin --M, 00 C 4v Au4 M-F3 L ta 1 7 ti s L Is in Y J U-b - ,l PS = t Structural Calculations For Husky ldealease Tukwilla, Washington Foundation and Base Anchorage Only EXPIRES 5115/99, MARTENS /CHAN, INC, CONSULTING STRUCTURAL ENGINEERS 400 MERCER SUITE 410 SEATTLE, WA 98109 -4641 (206)298 -9818; FAX (206)298 -9876 February 2, 1998 N ?ROB' �cs r>'s• 0 168 CIT__RECEIVED K ILA MAY 2 0 1998 PERMIT CENTER RECEIVED JUL 0 1 1998 buN17 ....T�- 1ttis.... c i,�s..... _...... ....TN.. F�l P. us MARTENS /CHAN,`INC. Consulting Engineers SEATTLE, WASHINGTON Ion! , i i�f= �► T' 555 , iicssu171F PgtD4 44 10D; (,coop , k-1 10P sP &Ire ; _ . .. PH ......... ae_ .... . - z- 1, �7 .......:...... p000u0It01. 11 5014Stitg7031IPN6'01 /nanHJ.,Ir .Otoa Asst. OM I toadti PICK I9aa19EE1 800 773 8700 JOB S e � SHEET NO. I OF CALCULATED BY CHECKED BY DATE SCALE !) y ; kl)(L 6 5 Q._ :T R. .. . of. . .....P1 ....r u N v.. T.IO.N. _... t D:... Bast; . . • DATE I Z ( [8 Ps C +.(41)(1.o.) _ 5 ( "",''' • • ' ' Malrtens /Chan, Inc. 400 Mercer Street, Suite 410 Seattle, Washington 98109 -4641 Voice: (206)298 -9818 FAX: (206)298 -9876 Rev: 501007 Description LIGHT POLE BASE [General Information Allow Passive Max Passive Load duration factor Pole is Round Diameter No Surface Restraint Summary Moments @ Surface... Point load Distributed load Without Surface Restraint... Required Depth Press @ 1/3 Embed... Actual Allowable 100.00 pcf 1.00 pcf 1.330 24.000 in Scope : Pole Embedment in Soil Title : Husky Ideaiea Dsgnr: TOM Description 50 Light Standard Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom Job* 98005 Date: 3:02PM, 29 JAN 98 923.00 lbs 25.580 ft 0.00 #/ft ' 0.000 ft 0.000 ft 23,610.34 • ft-# Total Moment 0.00 Total Lateral 23,610.34 ft-# 923 lbs With Surface Restraint... 9.713 ft Req'd Depth 0.000 ft Pressure @ Base.:. 430.31 psf Actual 0.00 psf 430.63 psf Allowable 0.00 psf Surface Restraint Force 0.00 lbs mARTENsicHAN,kik. Consulting Engineers SEATTLE, WASHINGTON i&k'sP 41C.1-1cjgA c ' . ; • 1 , 1 1 ' ; ; ! ! 1 , • 1 1 : ; I 1 I ■ i 1 1 i ,, : I • i ! ! ! 1 14- lo '' 1.11/t ; 0 ?;ovrs e. loic . , .. , . . : . I... ..! ..... ..; .. :• 1 , I • ; i . . . ii . H. 4,..suri, o iz-, P l;f. : filTA-1- i • ; . 1 • , .. I ! • i ( ! • , • ! : . 1 i . . . i 1 , . , I. . ' • 1 . i i .. . : . . . ! i ! 1 . , • . . i , i . ! ; ! t 1 1 1 ■. . . I , ; ' 1 i i ., ' .. I i..( I ' . ! • 1. i , , 5 11: 7 s-.1 I .. .! • i ' ; . : i ! r i• 1 • f i . . • i • • . . I . . 174,44 . ; ..; , • ; , ; I 1 : . . . , • ,. . , . . • 1 ! .4' 1 7 . . , . ! ,, 7.S.4-k- ; . i. . *: • • •, ; , , ; • ..i.... • t . - • f • . \' 7 74: . : . •- 1 /-,e,q4) A30 7 • . i • , ,....- r , r , . 1 1 1 I ; ; : e7 ! , IP . 11 2 r ! .; . : I : • . ; i • : ! : , ! • I f j. e0 ,— 1 f -.- — - .F,.... .c-- — 2 Z.SC-t--) -----: 87 MI • ,, • .,! . . . . , 1 . , . , ., .. i z t e , • 1 ) ; , i 4/. ; 1 , 1 i , : , , i •. • • = 1.9 L )d- 31 ) - A-tA,bi4AVA. S,NEAk-! !C9 ; 15. ! . Got I KM [7' StA 4k1 M14.4161s1 s.* 1, . • • ; • . . . • . i • .. • 1 . • • • . • I . •', -; 1 ; • • . • pROWCI 204 IISSsdII20IIPp0,4 lAOn . Gioia ILIts 01411 T,�4I 1 ICO ns ciao JOS 1-ilic-11 1.1764._xAst. 4riacrp„ ) OF SHEET NO. CALCULATED BY It) M 6ATE___11eql& CHECKED BY DATE SCALE 0 CV J 2' -O" 0 ELEVATION COLUMN AND BASE PLATE BY OTHERS 4 1 1/8" ANCHOR BOLTS 1" NON- SHRINK GROUT / 1 1/2" CHAMFER 3" CLR TYPICAL II - iii - Ili- II �!II- 3 - #4 11ES @ 3" O.C. #3 TIES @12 "O.C. #3 TIES VERT REINF 4 - #6 VERT ANHCOR BOLTS PLAN SECTION CINTNACTINS INC. 17803 51'' Avenue South Seattle WA 98188 TO: Ken Nelson City of Tukwila 6300 Southcenter Blvd Suite 100 REMARKS: Tukwila WA 98188 WE ARE SENDING YOU El Attached ❑ Under separate cover via the following item: THESE ARE TRANSMITTED as checked below: Please contact me if you have any questions. COPY TO: File ❑ Shop drawings ❑ Copy of letter ❑ FOR BIDS DUE C RECEIVED JUN Q 9 MB ( Phone (206) 439 -2144 ❑ Prints ❑ Plans Fax (206) 439 -2372 RECEIVED JUL 0 ? 1998 ❑ Samples ❑ Specifications ❑ Change Order ❑ COPIES 2 2 2 DATE NO. DESCRIPTION Subsurface Hydro - geological Description Subsurface cross section Column Footing Design Calculations and Notes ❑ Resubmit ❑ Submit ❑ Return ❑ For approval ❑ For your use ❑ As requested ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections SIGNED: Xmas Say If enclosures are not as noted, kindly notify us at once, copies foE approval copies for distribution corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Dqgo- otos RECEIVED CITY OF TUKW ILA► SUN - 11998 PERMIT CENTER LETTER OF TRANSMITTAL DATE: 06/03/98 JOB NUMBER: 981030 ATTENTION: RE: Husky Idealease Plan Check/Permit #D98 -0168 CINTNACTINS INC. 17803 51'' Avenue South Seattle WA 98188 TO: Ken Nelson City of Tukwila 6300 Southcenter Blvd Suite 100 REMARKS: Tukwila WA 98188 WE ARE SENDING YOU El Attached ❑ Under separate cover via the following item: THESE ARE TRANSMITTED as checked below: Please contact me if you have any questions. COPY TO: File ❑ Shop drawings ❑ Copy of letter ❑ FOR BIDS DUE C RECEIVED JUN Q 9 MB ( Phone (206) 439 -2144 ❑ Prints ❑ Plans Fax (206) 439 -2372 RECEIVED JUL 0 ? 1998 ❑ Samples ❑ Specifications ❑ Change Order ❑ COPIES 2 2 2 DATE NO. DESCRIPTION Subsurface Hydro - geological Description Subsurface cross section Column Footing Design Calculations and Notes ❑ Resubmit ❑ Submit ❑ Return ❑ For approval ❑ For your use ❑ As requested ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections SIGNED: Xmas Say If enclosures are not as noted, kindly notify us at once, copies foE approval copies for distribution corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Dqgo- otos RECEIVED CITY OF TUKW ILA► SUN - 11998 PERMIT CENTER Ume e n services Inc, 3. Subsurface Site Investigation On September 12, 1995, three (3) soil borings were drilled in the vicinity of the UST system by Associated Drilling of' Seattle, Washington, using a hollow-stein auger drill rig. Samples were collected using a standard split spoon, driven by a 140 pound drop hammer. Soil samples were collected from each soil boring at depths of 5, 10, 15, and 20 feet BGS. Soil samples were placed directly into laboratory- prepared borosilicate glass jars sealed with Teflon lids. All samples were uniquely labeled and stored in a chilled cooler for transport to the analytical laboratory. Water samples were collected through the drill rig's hollow stem using plastic disposable bailers. Omega's sampling protocol and decontamination procedures are presented in Appendix A. 3.1 SUBSURFACE i IYDRO- GEOLOGICAL DESCRIPTION Based on soil sample descriptions, Figure 3 shows a generalized cross - section between the three boreholes. The first 5 feet of soil consisted of a medium brown to gray, damp to moist, silty clay. Between 10 and 15 feet BGS, the soil generally consisted of a stratified (layered) sequence of medium brown silty clay and dark brown to black, poorly graded silt and sand. The silt and sand layers ranged from semi - saturated to saturated. By 20 feet BGS, a black, poorly to moderate graded, fine to medium saturated sand with occasional gravel, was encountered in all three soil borings. The stratified sequence of semi- saturated to saturated silt, fine sand, and clay suggested that perched water may exist in discontinuous or continuous zones above the saturated black sand. Depth to water measured in soil boring SB3, was approximately 15 feet BGS. The depth to the static water table(s) and direction of groundwater flow beneath the subject property is not known. However, documents describing properties in the vicinity of the subject property indicate that the direction of groundwater flow is north to northeast (Husky ldealease Phase I Report, prepared by Omega, Project Number 2615 -029). 3.2 FIELD SCREENING AND SAMPLE COLLECTION Soil samples collected during the subsurface investigation were screened in the field for volatile organic compounds (VOCs), commonly associated with petroleum hydrocarbons, using a Iviwi Rae photo- ionization detector (I'ID) with a 10.2 eV lamp, and by performing a sheen test in water. A total of twelve (12) soil samples were collected, four (4) from each soil boring (Figure 2). The PI D readings for all soil samples were 0.0 parts per million (ppm). Sheen tests conducted on drill cuttings from the first 5 feet of soil in all three boreholes showed trace to light sheens. Soil samples taken from 5 and 10 feet BGS in soil borehole SF31 also had a trace to light sheen. pEC�IVED CITY OP TUKWILA 3 3 S ~ 8 1 998 PERMIT CENTER Husky Idt3a1aasu Phase II LI fled Subsurface Soil Invesll!ation a Husky Idealease Generalized Sub-Surface Cross - Section SB3 Depth (Ii) 5 10 15 20 Key Not to Scale SB1 Medium brown to dark gray, moist, silty. clay Dark brown to black, poorly graded, semi- saturated to statuated fine sand Dark brown to black, poorly graded, semi - saturated to saturated silt Site Address: 13123 48th Avenue South, Seattle, WA S132 Dark brown to black, moderately graded, saturated, medium sand, with occatiNIt1NED LA gravel. ort•Y 0p TUIc JUN - 3 PERMIT C Omega Services, Inc. Geologisu, Environmenral Speclalisu & General Comm! Soule, WA 96134 Date: 11/7/95 Figure 3 BOYDSTON ENGINEERING SAM BOYDSTON 923 E. HOFFMAN, SUITE A SPOKANE, WASHINGTON 99207 (509)407 -6430, FAX (509)487 -5179 DESCRIPTION ALLOW PASSIVE psf MAX PRESSURE psf LOAD DURATION FACTOR POINT LOAD LOAD Ht. DIST. LOAD START HT. END HT. WIDTH /DIAMETER CIRCULAR ? RESTRAINED 7 SUMMARY Moments @ Surface: Point Load ft -# Uniform Load ft -# ... Total Moment ft -t Total Lateral Load lbs - -- NON - RESTRAINED Min. Req'd Embedment A(1 +(1+4.36h /A) ^.5)/2 A =2.34P/(S 1 b) ft Press @ 1/3 Embed.: Actual psf Allowable psf RESTRAINED lbs ft gift ft ft in y/n y/n Min. Req'd Embedment (4.25 P h /S3 b) ^.5 ft Pressure @ Bottom Actual psf Allowable psf Surface Restraint Fo ce lbs ! EXPIRES 3/17/ 1 Y N 1.33 1, 16.00 16,000 16,000 1,000 36 Y Y 523 523 Title :28'X40' CANOPY Scope :COLUMN FOOTINGS Number:NW CANOPY STR. Misc :80 MPH, EXP C Dsngr :S. BOYDSTON Date:03- Jun -98 DESIGN OF EMBEDDED POLE FOOTINGS 3;80D 3,1500 1.33 1.33 1,000 1,000 1,000 16.00 5,494 36 N N 16.00 16.00 16,000 16,000 16,000 16,000 16,000 16,000 1,000 1,000 1,000 RESULTS 36 N Y 462 462 1.33 36 N Y .......,,,,, 1,044 1,044 5,760 Page bow L 4-Ltetop P/Ksi c Z 1S F rte 1 = Bfrr7 . � F-FAV7 IU6 tvi) 14/2-e. RECEIVED A l )%b * E . �� ,CI'T'Y OF TUKWILA 31 - 3 1998 PERMIT CENTER ju v L e Cam' SA- `t.' &z ' L ANC. 1- S t G E) C Olt A.) rtiG>r i i tJ i 1 7 1 FLT ( 1,06 C u L4-11 Dr3 ✓ "1� �� l ' - P' UL /G0 s �L- TL SO L L c (`149/4) , 4 4,14 �• E. ScC_- ThF: - F '6/ b 11 /14. (6L. rT) 7 L C c F ,cc'u RECEIVED ILA c DFTU 31998 pERMrr CENTER RECe ED JUN 0 9 1998 RECEIVED JUL 0 1.1998 DESIGN CALCULATIONS 28' -0" X 40' -O" CANOPY HUSKY INTERNATIONAL TUKWILA, WASHINGTON N. W. CANOPY STRUCTURES CHATTAROY, WASHINGTON I EXPIRES 3/17/ EV SPOKANE, WASHINGTON F 61611 PROJECT. 28' -0" X'40' -0" CANOPY HUSKY INTERNATIONAL TUKWILA, WASHINGTON N.W. CANOPY STRUCTURES CHATTAROY, WASHINGTON DESIGN LOADS: MINIMUM LOADS PER 1994 UNIFORM BUILDING: CODE DEAD LOAD = 7 PSF LIVE LOAD. =25 PSF, SNOW WIND LOAD = 25 PSF (80 MPH, EXPOSURE C SEISMIC ZONE = 3 i Bo y , 4 W Asi lky 1.,�+ 1. toot . gt.4, 'kaIST 0 ZONAL DESIGN DATA SPOKANE, WASHINGTON ROOF PANELS DESIGN CALCULATIONS t , ► BOYDSTON ENGINEERING SAM BOYDSTON 923 E. HOFFMAN, SUITE A SPOKANE, WASHINGTON 99207 (509)487 -6430, FAX (509)487 -5179 DESCRIPTION ALL SPANS SIMPLE SUPPORT ? ft Lft = 2,1,0 Rt SPAN LENGTH END FIXITY Fix,Pin,Free AISC SECTION - -- CALCULATED VALUES Fb - Allowable fb - Actual fv - Actual Moment @ Left " Right Max. Mom. @ Mid -Span X -Dist Shears: Left Right Reactions: Left: Dead Live Total Right:Dead psi psi psi ft -k ft -k ft -k ft k k k k k k Live k Total k Max. Defl. @ Mid Span in X -Diet ft - - -- BEAM DESIGN DATA UNBRACED LENGTH ft Fy ksi SECTION AREA in ^ 2 BEAM DEPTH in BEAM WIDTH in FLANGE /WALL THICKNESS in WEB THICKNESS in I -XX in''4 I -YY in ^ 4 rT, X:Bar, y, LL Spacing APPLIED LOADS USE LL THIS SPAN? Y/N UNIFORM DL klf LL klf PARTIAL DL kif LL klf X -Left ft X -Right ft TRAP.... DL @ Left klf DL @ Right kif LL @ Left klf LL @ Right kit X -Loft ft X -Right ft N MULTI -SPAN STEEL Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5-I--Span 6 -I- -Span 7 -I- -Span 8-I y/n 3.5 7 7 7 3.5 1 1 1 1 1 1 1 1 None None. None None -0.2 0.12 0.1 0.2 0.3 Y 0.007 0.025 -0.2 -0.1 0.0 4.06 0.13 0.09 0.1 0.2 0.3 0.0 0.2 0.2 36 36 36 Y 0.007 0.025 Title :28' X 40' CANOPY Scope :ROOF PANELS Number:NW CANOPY STR Misc :25 PSF SL Dsngr :S. BOYDSTON BEAM DESIGN & ANALYSIS -0.1. -0.1 -0.2 -0.1 -0.2 0.1 0.0 3.50 2.94 3.50 0.11 0.09 0.12 0.11 0.13 0.00 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.0 0.1 0.2 0.2 0.2 0.3 Y 0.007 0.025 Y Y 0.007 0.007 0.025 0.025 None None None I. I 0.000 3.500 Date:13- May -98 1 None 36 36 36, 36 36 Page. BOYDSTON ENGINEERING SAM BOYDSTON 923 E. HOFFMAN, SUITE A SPOKANE, WASHINGTON 99207 (509)487 -6430, FAX (509)487 -5179 POINT' DL LL k X- Diet.. ft DL LL X -Diet. DL LL k k ft k k X -Diet. ft DL- LL k X-Dist. `ft MOMENT...... DL..•ft -k LL ft -k X -Diet. ft QUERY VALUES ..Location Shear . k Moment ft -k Deflection in . ee aenev MULTI -SPAN STEEL 0.01. I.. (I Title :28' X 40' CANOPY Scope :ROOF PANELS Number:NW CANOPY STR Misc :25 PSF SL Dsngr :S. BOYDSTON BEAM DESIGN &ANALYSIS 0.01 .3.50 : 3.17 7 3.17 ' -0.12 0.03 0'.01 • -0.01 0.12 -0.23 0.02' 0.08 i0.01 -0.23 - 70.000 10.453 10.453 10.453. .70.000 o anew =aa eI s .......1 == = ==m=a. Date: 13-May -98 1111 ( 1111111111111111 .'; ; 1111111111111111111111100:111111111111iiuuiiuuiiii iiiiiiiiiii11111 1LIc:liii1 ♦ 3.50 1 7.00 ! 7.00 M1= 0.00 M1= -0.11 R1= 0.00 RI= 0.21 VI= 0.00 81= 0.11 .. MULTI -SPAN STEEL SEAM DESIGN -0.23 =Mr 0.13 =Vr, . . . . . ■ . . . . , . . . . . . . . . . PURLIATDESIGN:•• Cal: LCULATIONS:',..•: • ' SPOKAIYE, WASHINGTON BOYDSTON ENGINEERING SAM BOYDSTON 923 E. HOFFMAN, SUITE A SPOKANE, WASHINGTON 99207 (509)487 -6430, FAX (509)487 -5179 DESCRIPTION SPAN LENGTH END FIXITY Fix,Pin,Free = 2,1,0 AISC SECTION - -- CALCULATED VALUES Fb - Allowable fb - Actual fv - Actual Moment @ Left " " Right ALL SPANS SIMPLE SUPPORT ? N ft Lft Rt psi psi psi ft -k ft -k Max. Mom. @ Mid -Span ft -k X -Dist ft Shears: Left k Right k Reactions: Left: Dead k Live k Total k Right:Dead k Live k Total k Max. Defl. @ Mid Span in X -Dist ft - - -- BEAM DESIGN DATA UNBRACED LENGTH ft Fy ksi SECTION AREA in ^ 2 BEAM DEPTH in BEAM WIDTH in FLANGE /WALL THICKNESS in WEB THICKNESS in I -XX in - '4 I -YY in "4 rT, X:Bar, y, LL Spacing APPLIED LOADS USE LL THIS SPAN? Y/N UNIFORM DL klf LL klf PARTIAL DL klf LL klf X -Left ft X -Right ft TRAP.... DL @ Left klf DL @ Right klf LL @ Left klf LL @ Right klf X -Left ft X -Right ft MULTI -SPAN STEEL Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 -I- -Span 6 -I- -Span 7 -I- -Span 8 -I yin 10 20 10 1 1 1 1 W10x12 W10x12 W10x12 i I 23,760 15,529 23,760 12,383 12,383 12,383 1,200 1,200 1,200 -11.3 -11.3 -11.3 -11.3 2.25 2.25 2.25 2.25 1.0 1.0 3.5 3.5 4.5 4.5 1.0 1.0 3.5 3.5 4.5 4.5 -0.727 0.104 -0.727 10.000 10.000 I I I 8 36 36 36 3.54 3.54 3.54 9.87 9.87 9.87 3.96 3.96 3.96 0.210 0.210 0.210 0.190 0.190 0.190 53.8 53.8 53.8 2.18 2.18 2.18 0.96 0.96 0.96 I I I Y Y Y 0.05 0.05 0.05 0.175 0.175 0.175 Title :28'X40' CANOPY Scope :PURLIN DESIGN Number:NW CANOPY STR Misc :25 PSF SL Dsngr :S. BOYDSTON BEAM DESIGN & ANALYSIS 1 1 1 None None 1 1 1 1 None None None Date:13- May -98 Page 10.00 0.00 -0.00 0:104. 2.25 BOYDSTON ENGINEERING SAM BOYDSTON 923 E. HOFFMAN, SUITE A SPOKANE, WASHINGTON 99207 (509)487 -6430, FAX (509)487 -5179 POINT DL k LL k X -Dist. ft DL .. k LL k • X -Dist. ft DL k LL X =Diet: ft DL . k 'LL k X-Dist. .ft MOMENT DL ft -k LL ft -k X -Dist. ft QUERY VALUES Location. ft Shear k Moment ft -k Deflection in Title :28'X40' CANOPY Scope :PURLIN DESIGN Number:NW CANOPY.STR Misc :25 PSF SL Dsngr :S. BOYDSTON MULTI -SPAN STEEL BEAM DESIGN & ANALYSIS Date:13- May -98 MULTI -SPAN STEEL BEAM DESIGN 1 I I I I I I I I I 17%1 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 1111 1 111 I,':lf)l I I I I I I I I I 111 I I I I I I I I I I I I I I I I I I 111 I EJlM I I I I I I I I I I I 10.00 M1= 0.00 R1= 0.00 U1= 0.00 -11.25 =Mr 4.50 =Rr, 2.25. =Vr M1= -11.25 R1= 4.50 V1= 2:25 20.00 -11.25 =Mr 4.50 =Rr 2.25 =Ur 1 10.00 M1= -11.25 R1= 4.50 V1= 2.25 0.00. =Mr 0.00 =Rr 0.00 (Jr BEAM /COLUMN DESIGN CALCULATIONS ;;` (....._ ,,,, -, FASTFRAME Two - Dimensional Static Frame Analysis Version 1.11 Copyright (C) 1988,89 ENERCALC SOFTWARE Project Title ERR >28'X40' CANOPY Project # HUSKY INT'L Client N.W. CANOPY STR Scope BEAM /COLS This 2 -D frame consists of : 4 Nodes 5 Nodal Loads 3 Beams 4 Beam Point Loads 5 Load Combinations 0 Beam Distributed Loads 3 Member Properties Date : 13- May -98 Time : 03:46:28 PM FASTFRAME is a 2 -D finite element program providing structural analysis & design solutions. FastFrame transforms LOTUS 1 -2 -3 into a full featured structural analysis, design, and graphics system. Full AISC code checking & selection from a 2,700 member database, structure plotting, and member analysis & graphics is provided. FastFrame models rigid frames, braced frames, trusses, and any type of two - dimensional structure. Nodes and Beams are used to define the frame's geometry and member connections. Nodes and Beams also have "restraint" and "release" codes which set how the X, Y, and Z (rotation) degrees of freedom are used. Also, "S" or "D" node restraints specify spring supports and forced displacements. Loads are applied to the frame by using the Node Load, Beam Point Load, and Beam Distributed Load areas. You can apply virtually any type of load, moment, or thermal gradient to the frame. Also, "direction" codes can modify the alignment of a load. Each member has a "property" list which specifies the area, inertia, and other values, including AISC check values. FastFrame let's you "Tag" members (i.e. a W21x55 can be tagged "BM1 "). You can then either assign the tag or actual section label (W21x55) to a member. Load Factors and Load Combinations are used to combine types of loads as required by building codes. The "factor" capability enables FastFrame to assign a single multiplier to each load in a case -or- each combination at run -time. Gravity loads from frame members can also be automatically generated. Output is supplied for node displacements, reactions, beam end shear, axial & moment loads, and AISC unity checks. Full color structure & detailed plots for AISC stress checks are also provided. NODE LABEL 1 2 3 4 Beam Property Definition Label I -node J -node -or- Tag 1 - 2 2 - 3 4 - 2 AISC /Other Property SECTION Tag PROP. LABEL NODE Nodal Loads (K,K -ft) LABEL Global X Global Y Moment 1 1 1 3 3 NODAL DATA Coordinates X Y (ft) 0 16 10.5 16 21 16 10.5 0 BM BM COL 1 NODAL LOAD DATA 1 3.5 1 3.5 BEAM DATA BEAM POINT LOAD DATA Global Default Temperature = 0.00 Boundary Restraints X -dof Y -dof Z -dof (0,1,2,in,K- in,radians) -- End Releases 1 Beam I -end I J -end ' BEAM Length x y z x y z LABEL (ft) 1 BEAM PROPERTIES 1 1 Area Inertia Elastic Weight Coef. of Fy I -xx Modulus Density Therm Ex (in ^2) (in ^4) (Ksi) (K /ft ^3) (/100F) Default 29000 0.4896 0.00065 36 BM W14x30 8.85 291 COL TS12x12x1/ 11.6 265 Load Case Factors 1 2 3 4 Node Temp --- (F) - -- 0 0 0 0 1 10.500 2 10.500 3 16.000 Y -Y Axis Flag Combination Description • 1: DL 2:SL 3:WL 4:DL +SL 5:DL +WL 6: 7: 8: 9: 10: 11: 12: 13: 1 1 1 1 1 1 7 3.5 7 1 3.5 3.5 3.5 Run Stress Load Case Multipliers ? (Increase 1 2 3 4 5 LOAD COMBINATION DATA Factors Y -Load Xgrav Ygrav Flag NODAL DISPLACEMENTS AND. SPRING /SUPPORT REACTIONS NODE I Load I Displacements (in, rad) Reactions (k,k -ft) LABEL Comb. X Y Rotation X. Y .Rotation 1 1 1 1 -0.000 -0.103 0.00114 1 0.00 0.00 0.00 1 1 1 1 1 1 1 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 1 2 3 4 5 -0.000 0.307 1 -0.000 2 -0.000 3 0.307 4 -0.000 5 0.307 1 -0.000 2 -0.000 3 0.307 4 -0.000 5 0.307 1 0.000 2 0.000 3 0.000 4 0.000 5 0.000 BEAM 'Load LABEL Comb. - 0.428 0.00480 0.199 - 0.0012 -0.003 -0.008 -0.000 - 0.011 -0.003 -0.103 -0.326 -0.302 - 0.428 -0.405 2E -20 2E -18 - 0.0023 1E -18 - 0.0023 - 0.0011 - 0.0036 - 0.0023 - 0.0048 - 0.0035 -0.000 -2E -30 -0.000 5E -29 0.000 -2E -13 -0.000 2E -29 -0.000 -2E -13 BEAM END FORCES I Node End Axial Shear Moment (K) (K)---- (K -ft) 0.000 -1.000 -0.000 0.000 -3.500 0.000 1.000 0.000 0.000 0.000 -4.500 0.000 1.000 -1.000 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 5.26 0.00 -0.00 14.00 -0.00 -1.00 -0.00 16.00 -0.00 19.26 -0.00 -1.00 5.26 16.00 J Node End Axial Shear Moment -(K) (K)---- (K -ft) -- 0.000 2.316 - 15.659 0.000 7.000 - 49.000 -1.000 -0.000 0.000 0.000 9.316 - 64.659 -1.000 2.316 - 15.659 BEAM LABEL 2 2 2 2 2 . 3 4 5 3 1 3 2 3 3 3 4 3 5 1 1 1 1 1 2 2 2 2 2 3 3 3 3 3 Load Comb. 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 5.263 14.000 0.000 19.263 5.263 AISC UNITY CHECK RESULTS Overall I 'I' Maximum Node 0.228 0.715 0.008 0.943 0.236 0.228 0.715 0.000 0.943 0.228 0.024 0.063 0.197 0.087 0.221 7.000 0.000 9.316 2.316 -0.000 0.000 1.000 0.000 1.000 49.000 0.000 64.659 15.659 -0.000 -0.000 16.000 -0.000 16.000 (" o.000 0.000 0.000 0.000 -4.632 - 14.000 -0.000 - 18.632 -4.632 Center Points - 3.500 - 0.000 - 4.500 -1.000 0.000 -0.000 -1.000 -0.000 - 1.000 0.000 0.000 0.000 - 0.000 -0.000 0.000 - 0.000 0.000 -0.000 1/4 1/2 3/4 Node . 0.000 0.040 0.083 0.141 0.228 0.000 0.134 0.268 0.447 0.715 0.008 0.008 0.008 0.008 0.008 0.000 0.174 0.351 0.588 0.943 0.008 0.047 0.090 0.149 0.236 0.228 0.141 0.083 0.040 0.000 0.715 0.447 0.268 0.134 0.000 0.000 0.000 0.000 0.000. 0.000 0.943 0.588 0.351 0.174 0.000 0.228 0.141 0.083 0.040 0.000 0.024 0.023 0.022 0.022 0.021 0.063 0.063 0.063 0.063 0.063 0.197 0.148 0.099 0.057 0.0 0.087 0.086 0.085 0.085 0.084 0.221 0.171 0.121 0.078 0.021 " •• , • , ' • „ COLUMN MOTING'DESIGN CALCULATIONS • • , . • 1 • •, i ,...„ • BOYDSTON ENGINEERING SAM BOYDSTON 923 E. HOFFMAN, SUITE A SPOKANE, WASHINGTON 99207 (509)487-6430, FAX (509)487 -5179 DESCRIPTION ALLOW PASSIVE MAX PRESSURE .LOAD DURATION POINT LOAD LOAD Ht. DIST. LOAD START HT. END HT. psf psf FACTOR lbs ft # /ft ft ft WIDTH /DIAMETER in CIRCULAR ? y/n RESTRAINED ? y/n SUMMARY Moments @ Surface: Point Load ft -# Uniform Load ft -# ... Total Moment ft -# Total Lateral Load lbs - -- NON - RESTRAINED Min. Req'd Embedment A(1 +(1 +4.36h /A) ^.5)/2 A= 2.34P/(S 1 b) ft Press @ 1/3 Embed.: Actual psf Allowable psf RESTRAINED Min. Req'd Embedment (4.25 P h /S3 b) ^.5 ft Pressure @ Bottom Actual Allowable Surface Restraint Force DESIGN OF EMBEDDED POLE FOOTINGS psf psf lbs 250 250 250 250 3,750 3,750 3,750 3,750 1.33 1.33 1.33 1.33 1,600 1,600 1,600 1,600 10.00 10.00 10.00 10.00 36 Y Y N Y 16,000 16,000 1,600 5.72 635 634 l Title :28'X40' CANOPY Scope :COLUMN FOOTINGS Number:NW CANOPY STR. Misc :80 MPH, EXP C Dsngr :S. BOYDSTON Date:13- May -98 16,000 16,000 1,600 4.09 1,358 1,358 6,441 36 N N. 36 N Y 5.03 557 558 36 16,000 16,000 16,000 16,000 1,600 1,600 RESULTS 1,211 6,727 Page N. Y EXPIRES 3 3 111 I BOYDSTON ENGINEERING SAM BOYDSTON 923 E. HOFFMAN, SUITE A SPOKANE, WASHINGTON 99207 (509)487 -6430, FAX (509)487 -5179 DESCRIPTION /S DESIGN DATA AXIAL LOAD X -X AXIS MOMENT AISC SECTION NAME BASEPLATE HEIGHT WIDTH SUPPORT PIER HEIGHT " WIDTH Allowable: Max. Plate Allowable k ft -k TENSION CAPACITY /BOLT k # BOLTS PER SIDE BOLT AREA in ...DIST. FROM PL EDGE in AISC BASE PLATE DESIGN in in in in f'c psi Fy ksi LOAD DURATION FACTOR AISC SECTION DEPTH in FLANGE WIDTH in FLANGE THICKNESS in WEB THICKNESS in PLATE DESIGN MIN. REQ'D THICKNESS in Plate Analysis Type Anchor Bolt Tension k (per bolt) Actual Bearing psi Per ACI 10.15 Per AISC 1.5.5 Capacity for. Bearing k PLATE ANALYSIS - - - - »> ACTUAL PLATE THICKNESS in Max Allow Plate Fb ksi Actual fb ksi 437.5 Use If 1 27.00 3.91 Title :28'X40' CANOPY Scope :COLUMN BASE PLATE Number:N.W. CANOPY STRUC. Misc :HUSKY INT'L Dsngr :S. BOYDSTON 19.3 5.3 16 TS12x12x1TS12x12x1 24.5 24.5 2 2 1.227 1.227 2 2 20 20 20 20 25 25 25 25 2,500 2,500 36 36 1.00 1.00 12.00 12.00 12.000 12.000 0.250 0.250 0.250 0.250 0.38 3 0.56 1 4.78 48 223 1859.375 1859.375 1093.75 1093.75 437.5 27.00 8.57 None None 3,000 36 1.00 Date:13- May -98 Page None 3,000 3,000 36 36 1.00 1.00 Actual Thickness Varies From Min. 1 hl sod ftr Tla, ee EXPASION JOINT CPREMOLDED TYP.) NOTES; • 5/8' CRUSHED ROCK SECTION A —A SCORE JOINTS EXPANSION JOINT ELIMINATE IF GUTTER I APRON ARE POURED MONOLITHIC 2 sA T,ctv 4IN - "�RTySp. ee R 1 2" Min, or more as directed. Driveway CMax. Reconended Grade Is 15%) 1. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS FOR INSPECTION. 2. CONCRETE SHALL BE CLASS B OR BETTER THAN 5 1/2 SACK, 3000 PSI, 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6' THICK. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 5. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE TO THE NEXT EXPANSION JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH EXPANSION JOINT. 6. DRIVEWAYS WITH HIGH VOLUME (AS NOTED BY CITY ENGINEER) MAY BE APPROVED FOR INTERSECTION TYPE ACCESS. 7. TURNING RESTRICTIONS MAY BE APPLIED BY THE CITY ENGINEER. City of Tukwila Top of Curb at Driveway 5% 3/4'; 18' CURB DETAIL HANDFORM ALONG RADIUS FOR SMOOTH TRANSITION COMMERCIAL DRIVEWAY Not to soak. DATE: 11/15/96 RS -9 98"- 0 ( ,g 10/27/1998 17.13 0092382160 Light G welder Prom r,e,n, She Material: S Thiau s Backing Real Structur W(1411e11 Pr 1'vn.: I'la M «arua: S 11;r/ t ►4y FACSIMILE To: Of: Fax: Phone: Pages: Date: e Welder FCAW Methntl: Semi - automatic P. diittn : All vcroad emltre+nio.: Up 1 NJkr lyre: E71 T -X 1/16" - I /B" Mel: Fillet NI Cutuplett Penetr.tiou Weida" No 1 Welder QQ Y FCAI coos; Semi- nutorna 0 Fl!V venitrl erogrmkellYP Pink; type: E71 T- O 1/8 "& over lulu] ove & Fillet It'd For ("rnpror Pe ntrlOOh We b? }fie.! This duo Is the progeny of Ws00 NW Cr1HOP'? STRUCTURES CITY RECEIVED OCT 301998 IRMAIIT CENTER Duane Griffin City of Tukwila 206 431 3665 206 431 3670 1, including this cover sheet. October 27, 1998 RE; Building Plan Review, Husky Idealease (D98-01681) WANHIr•6TsI• it ergo N CW gtip.f1NO (RRICIAL3 200 thins Aver fit to" ' PO ass 7310.Olympic WA 00. c Phone: 0001 500 4/25 CERTIFIED WELDER CA/u• LOUIS S. VOGT EXPIRES: 0100799 VOG 62 0835 1903 E CENTRAL AVE SPOKANE WA 99207 -3836 PAGE 01 D9v°-0 /lam Attached is the WABO Welders welding Cat for our shop. All welding was shop welded so this cent should fulfill Tukwila City requirements. If you have any questions please call us. A copy of this will be sent to Sayber Contractors for their records also. N. 11227 E. We Madam Rd, Chaaroy, WA 90003 (609) 234.2149 Fax: (509) 230.2186 FAX TRANSMITTAL Original Will: I: of be sent O Be mailed ❑ Be sent 2nd day O Be sent overnight Message: TO "d U.74 Ar Ce\\ (2-etv) 136 - o ct ZL£Z 6£b 90Z Date: 9/44/19 To: kil,1)6,' -TVS A) Fax Number: /3 / - From: icEL. L.J• i w1 ►V Number of Pages (including the cover sheet): - 3 cst,: rGCcJ'1.S C L' ') R►4.s .a4 Se %.\ Ce194' s et letd Neul 5 tan ' \-b `'Nv eve Abt `c!"v, • ?Item. \"e% 17803 - 51" Avenue South, Seattle WA 98188 Phone: (206) 439.2144 Fax: (206) 439.2372 9MOi3Ve1114O0 rl8Aki9 WV 62 :60 $6- 170 -d39 May 28, 1998 Joel Waymire 17803 - 51st Avenue S Seattle, WA 98 1 88 Dear Mr. \A'aymire: City of Tukwila Department of Community Development Steve Lancaster, Director SIDJECT: LEI TER Of INCOMPLETEAPIUKAfiQ_N vehsipluwi1J enulL.ApIilkalQu Number..D91•0168 11 sy11.1. 01.Q .8sS 13123.48th Avenues RECEIVED JUN 01 1998 SAYER CONTRACTORS, INC. John W Rants, Mayor This letter is to Inform you that your permit application received at the City of 1 ukwila Permit Center on May 20, 1998, was determined to be Incomplete. Before your permit application can, begin the plan review process the following requirements from the Building Depaitment must be met. l�tilslit.tg.�eivultt� tits Contact Ken Nelson, Plans Examiner at (206)431•3670, if you have any questions regarding the following comments. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does nut require revised plans but requires additional reports or other documentation please submit two (2) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center ,it (206) '13 1- 3671, Sincerely, Lt ltei i L'L _,. 1 Holt Permit Technician • file: D90-0160 1. Provide two (2) copies of a soils report. 6300 Soulhcenter Boulevard, Sultp al nn • T,it'u,,r, t rm.t.e.. . Z6 - d 0.2.20 626 90Z sNol3tialmio 218AVS Wt! 62:60 86- 1,e -d3S CONTRACTORS INC. 17803 51" Avenue South Seattle WA 98188 TO: Ken Nelson City of Tukwila 6300 Southcenter Blvd Suite 100 Tukwila WA 98188 WE ARE SENDING YOU ® Attached ❑ Under separate cover vie the following Item: ❑ Shop drawings ❑ Copy of letter COPIES DATE NO. DESCRIPTION 2 Subsurface Hydro•geologlcai Description 2 Subsurface cross section 2 Column Footing Design Calculations and Notes THESE ARE TRANSMITTED as checked below; O For approval 0 Approved as submitted 0 Resubmit copies for approval O For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested 0 Returned for corrections ❑ Return corrected prints 0 ❑ FOR BIDS DUE _ ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Please contact me if you have any questions. JPY TO: File 20 - d ZL£Z ❑ Prints 0 Plens ❑ Change Order 0 If enclosures ere not as noted, kindly notify us et once. 6£V 90Z c Phone (206) 439 -2144 Fax (206) 439 -2372 0 Samples ❑ Specifications SIGNED: xmw SM, SNOI3UNINO0 NSAWS WW 6£:60 66— V0 —d3S Reid iddleton August 4, 1998 File No. 24 -98- 022 - 002 -02 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Husky Idealease (D98 -0168) Dear Mr. Griffin: We reviewed information for the proposed project for compliance with the structural provisions of the 1994 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. It is our understanding the City has waived the requirement for welders to be WABO certified for this project; therefore, we have no additional comments. Enclosed are the drawings, structural calculations, geotechnical report, and correspondence from the engineer for your records. We have forwarded a copy of this letter to the architect, Engineering Economics, and the project contact, Saybr Contractors, for your convenience. If you have any questions or require any additional clarification or information, please call. incerely, Middleton, Inc. David B. Swanson, P. Project Manager vlf\ wf\ planrevw \tukwila \98 \t002r2b.doc \kky Enclosures cc: Mr. Joel Waymire, Saybr Contractors, Inc. Engineering Economics (fax) RECEIVED AUG - 5 1998 COMMUNITY DEVELOPMENT Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 . Everett, Washington .. 98204 Ph: 425 741 -3800 Fax: 425 741-3900 Fax To• �l� b (� �1c L r Pam (41;15 7 3 � Paler C „d this cover slteCt. Date: e3vt`l 3c — GO92382160 O:W W Canopy1FoamaAf.M.wpd NW. CANOPY STRUCTURES 2 -q 022 -OGZ- 0 kUS1C`( I,0E/11_C.ASE RECS1VED JUL 3 0 1593 PAGE. 01 From the desk of... N.W. Canopy (Structures 1 E. Rip Msndowa Rd. Chattaroy, WA 99003 Phone: (509) 238 -2149 Fax: (509) 238 -2165 07,30/1000 13:24 600230210S BUSINESS OFFICE 923 E. HDFFMAN. SUITE C SPOK ANE, WASHINGTON 99207 ono) 487 6430, FAX (509) 487 - 5179 Attn: Randy Green July 28, 1998 N. W. Canopy Structures 11227 E. Blg Meadows Road Chattaroy, Washington 09003 NW CANOPY OTIUCTURCC Re: 28'-0" x 40'-0" Husky International. Canopy Tukwila, Washington Review Comment Responses CONSULTING STRUCTURAL ENGINEER T ARCHITECTS, BUILDERS, DEVELOPERS AND HOME OWNERS The.tollowing are my responses to the comments presented in a letter from Reid M1ddI.tora, Ina. dated July 18, 1008 regarding lit. 20' st. 40' canopy for Husky International In Tukwila, Washington. Comment No. 1 Response: The values shown In the comment were used for the lateral bearing of the foundation footings as interpreted from the Information presented In URIC Table 18 -1 -A for the class of materials shown In group 3. From footnote 3 of that table the maximum value that can be used tor the lateral support Is twice the 200 psf/ft shown In the table or 400 psflft. This may be increased up to 10 limos as the depth Morasses to a maximum at the bottom of the footing of 6000 psf. For my design I used 250 pef/ft and • maximum of 3760 pot as the absolute maximum which are both more . conservative than the UBC allows. Comment No. 2 Response: For this particular structure and for the minimal amount of welding required, most of which It not . all will be shop welded, the use of AMR certified welders to more than adequate and does not have to have the WABO certification. tfully, 07/ 1Z1/1.993 13:2.1 00923321SO le M. Boyd Wachington I Irian sMaSb . „. ' NW CANOPY STFRUCTUREa PAGE Oa 2 Comment No, 3 Response: A copy of the Becker company panel section properties date sheet is attached. The original celcuietione calculate the moments in the panels. The maximum positive moment stress Is 1200/.3533 = 3397 psi end the maximum negative moment eines le 2400/.2357 10182 psi. Both of these values ere less than the allowable of .6(40000) le 24000 psi. Comment No. 4 Response: Both wind and seismic ere considered In the design for the structures. Experience has shown that for the light structures, wind design always controls. PROMO call if you have any questions or If you need any additional Information. , 07/30/1998 13:21 5092382165 • 1 .11 -RIB PANEL SECTION PROPERTIES - PER FOOT OF WIDTH RAY F. RECKER COMPANY • 81114141 •. • . • .1E I CASE 1 PROP- 1 PANEL 101816n t I I EMIT I 9' 1 9.22• i 12' I 1 1 1 \ I 1 IR in "2 1 0.YU08 t 0.0366 1 0.7425 1 1 I I - -i : t 1AXIAL Ir in I 1.2142 : 1.2013 I 1.1675 : I I 1 1 1 - ; • 1 IA I 0.4468 1 0.4166 I 0.3627 1 I---------- :- - - ---- -1 I 1 1 19ENDINS 11 tn"4 i 1.31tlu 1 1.2077 I 1.0121 1 1 1120 6a. NW CANOPY STRUCTURES ...4 l •N �. 21345 NORTH am AVMUE I. ... C r % . .', • 1 1 :' •OATINip. V ARAO.r 7747 ' 1RIES IN 1y in I 1.0685: 0.9962: 0.8615 0.7;21 0.6324 1 0.5377 1 0.5092 : 1 IC311PRE35. IS in "3 1 0.6660 1 0.5845 I 0.4611 0.3533 0.2865 1 0.2411 I 0.2130 1 1 1 1 1 : ---- : ------- .- - - ------ -----I --------- I -------- I.0355' ;MOM tl in - 4 ; 0.7719 I 0 6154 1 04170 0.3009 0.31t6 t 0.2600'; 0.2291 2 I ': - . 7 --; 1 I 1 $- ---- -- -: - -^ ---- - --- -: 1 1 1 :RIBS IN ly in I. 4.8570 1 1.65 1 1.6522 1.6498 1.6484 1 1.6473: 1.6469 : I i- •- t ' I 1. -I I : I :TENSION 15 In "3 : 0.4655 I 0.4039 I 0.3129 0.2357 0.1891 I 0.1578 I 0.1391 : I : 1 ..1. •-- 1 - - - -- --- -- - - - - -- --- --- --- 1 -------- ir... i I IN:SKI :v I0C i 947 i 707: 419 210 ISO I 104 I 01 I • i 511EAR 1 1 I a 1 -- : 1 1---- --- - i--------- t-- - - - - - - - - - - - - 1 : .r --- - 1 1 ..__ - _.- i' ••_ --- - i ----- --- - : - I - -- i -- -:- --.---- -i-- - -- - -: _ .I 1 I - IA in ^2 I 1.1860 I I.I'021 I 0.9791 1 0.0756 t 0.0135 1 0.7721 I 0.1475 2 2 1 • r1 � Pte• D J'7if r. 40 KU • 1i •.�... 10TH - 1 CNES '. � ..t, .. 4� 10 20" 1 24s 1 27.25- 1 S- ■,.Lt.CL91li• L 1 L at moat...paw area 0.6634 0.6159 1 0.5843 1 0.5654 1 at 1.1143 1.0637 2 1.0166 I 0.9020 I -..- . 0.3051 . 0.2633 I 0.2315 1 0.2108 I :--------- 1----- ... - •• - 0.0237 • 0.0963 I 0.6030 t 0.5153 t as - t-- -- -- ---- t - I. I---- ----- I- --- - -- ------- t --...... - 2621AL Ir in I 1.7061 t 1.1932: 1.1580 : 1.1052 1 1.0541 1 1.0074 I 0.9729 t t : :-------;---------;--- ----- a -- - - -1 1 1 • iQ 1 0.5795 I 0.5406 1 0.4707 I 0.3959 1 0.3414 1 0.3001 1 0.2732 1 I • I----------- 1--------- I- •-- -1-'.- : --- - 1- _....r.- 1.. ___ -.... ...__1 1 1BEND1N6 II in - 4 I 1.7254 1 1.5670 I 1.3147 i 1.0693 1 0./039 t 0.7036 1 0.7076 I 1 I :...________1_,........_....f..............1...._. ----- :......- ----- :-.----...1-------... 1818 4a. IRIBS IN ly in I 1.0632 1 0.9911 I 0.8631 : 0.7277 1 0.6298 1 0.5559 1 0.5078 1 II I I-- ---- -_.1............---1.---.....:.--- ----- 1..........o..AL t--- •.. -._. I .. - -.- I 1 ICCRPRES5. tS In -.i 1 a.ue w i 0.777 i 0.3870 i 0.4501 I 0.3716 1 0.3126 1 6.2770 i t t----- - - - - - 2 - « 1-------- I- - - - -- - - -I - -- I--- -- - -I- - I ............1...........1 1.0471 IOENOIIIO 11 10•`4 1 1.1036 : 6.9579 1 0.7422 I 6.5590 t 0.4403 1 0.7712 1 0.3299 I .. • . - I I- _---- - -t - -_ • - t--------- t------- 1-- �...1......._- 1-- _...:1 I.• 111185 IN 1y in 1 1.1674 1 1.5642 I. 1.3518 1 1.5550 1 1.5535 1 1.5520 t 1.5511 : 1 1 1- '^-_"-'- i-- -- ---- i -- 1 1 - -1 - 1- - - - - -1 t ITEN310N I1 la 1 '0.2641 1 0.6124 I 0.4730 1 6.2593 1 0.2001. 1 0.2411 I 0.2127 1 tt---- ---' - -1 t-------- i-------- 1------- 1------ • - -1-- t .. 1• -- t :0IAPNRA6N Iv lbs 1 2223 1 1659 I 981 1 550 1 351 1 243 1 104 1 1 ISHEAR 1 1 1 I 1 1 1 1 1 NOT■ 9: uccriON r *OMURTLtt COMPUTED PC. ATof *►rri,TrATTnN FO. ram gum 111: C 0 - F0AnC0 STtr i. SSTRUCTURAL AFM1001. I9 OR Z0`T ?T11A. a 0Q Ct 7AAT7Et1 MJi1CRTAC TO - A5TA 4446. URCHIN t[Ltillun SIir4AT160 ARC FOR TMC FULL uf$.COUCCO CAOCC- uCST[0N. NC, *CCTION PMOFENTLEi w■E FOR ThE GROOM 6ECT10N WITS 111KrCNED ELEMENTS. 110uc50 ion 11NCAl1 660• ' r. \ .iwi I.1 V•... ------ _ {. Woe AT A •U..V ----- P - • d.... 4 6ENOTEN Yrm SHEAR STMENGTH Polka ON uCS PUCKLINQ OT61NGTH roa UssC IN pil\rhnnon CALCN4ATIICl40• ATAll4ovu OI$AU.. IIAC a(,.CAOY 4 >CCh [NC..CnsEA vv A r$1.IUA ur u.ii ran MUM OR Or[O..[o \.Owu.O1! PACE 04 • 143.61a6, elNe 41=f.• 04' b €76WA 07/30/1998 13:24 5092382165 NW CANOPY STRUCTURES PAGE 05 1 T —'d el 11 b IRP1 :3w "Ng W euN T RFIC TURS 2a -r-43.3 2372 F+. 121'2 Amor His lt told I oft to July 15. 1998 rile iVo, 24 -98- 022- Q02 -0 Mr. Duane Griffin City of Tukwila (i3OC' Southccntet' Blvd., Suite 1(10 Tukwila, WA 98188 Subject: Building Permit Plan Review - 1 Submittal Husky ldealease (1)98.0168) Dear Mr. Griffin: RECEIVED [JUL x s 1998 / SAV9A CONTRACTORS, INC. We reviewer[ information for the proposed pivjoct fvr wn>t}+liau-ar with thu siruuturul provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City or Tukwila. The following comments should be addressed: I. The embedded poles were designed assuming an allowable suil bearing pressure of 3750 psf; however, dm: General Notes, Item 5, indicates an assumed value of 2000 psf. Please clarify. 2. Then, General Notes should indicate all welding should be performed by WABO- certified welders. 3. Documentation qualifying, the structural adequacy of the specified roof panel:: in accordance with U[3C Section 1605 should be submitted for our review. 4. The canopy should be chaeked for seismic and wind loads in accordance with U 1.3C Sections l6l $ and 1632. 7 i1C review comments ll gtet. ;ti►r.rve should be rexponded in itemized letter form, WO recommend that the permit applicant have the Structural Unginecr of' Record, Boydston Engineering, respond to the above comments and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office. We have forwarded a copy of this letter to thn nrchiteet, Lnglnccring evc ;tilt) thu projectenntuat. Snybr t~ M:1'i1ealM's lily ran ..niuenicace. Please note that corrections or comments made during the review proves:: do not relieve \Ifv prujoiut uppliannt nr rir.slc,tw.r from n . ou. ,vit1.. n. of egovo, vonctiiuon3 of approval, and permit requirements; nor is the designer relieved of responsibility for a Reid Middl.ron, Int. rim 1 JiII'jhurl.iW Sulfa 200 Item% Wn■Mitioun 3204 rti. 125 741 1000 ht. 425 741.3900 {, .,07/30/1998 13 :24 .3 JL— 17 —le 11:09 AM $AV3R CONTRACTORS-. Mr, Duane OriMn, Building Official City of Tukwila July 15, 1998 Pile No. 24 98 022 - O02.0 I Page 2 Re41 Middleton, Inc. Davit! IB, Swanson, Project Manager ttjt\wtyti:uttvvwVukwilusSisa WZr tAIwV j+, Enclosures cc: Mr. Joel Waymire, Suybr Contractors, Inc. Engineering Economies (Pax) NW CANOPY STRUCTURES 206 s, 2372 PAGE .06 Fcrron p. smith, Plan Review Engineer complete design in accordance with the laws of tiro state or wushington. This.plun revluw check In for &w w! . ompliun‘v with the Vnlrurni Dunding Code us IC rutsWes ►u , the project. If yuti have Any ,questions or rcyuirc any additional ettirititu*tion, pkkaso tsalt. Sincerely, Reid iddleton July 31, 1998 File No. 24 -98- 022 - 002 -02 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review Second Submittal Husky Idealease (D98 -0168) Dear Mr. Griffin: We reviewed information for the proposed project for compliance with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comment from our original review letter, dated July 15, 1998, should be addressed: 1. The General Notes should indicate all welding should be performed by WABO- certified welders as required by the City of Tukwila. We recommend the permit applicant have the Structural Engineer of Record, Boydston Engineering, respond to the above comment and resubmit two copies of revised drawings directly to our office. We forwarded a copy of this letter to the architect, Engineering Economics, and to the project contact, Saybr Contractors, for your convenience. Please note corrections or comments made during the review process do not relieve the project applicant or designer from compliance with requirements of codes, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. \c Qavid B. Swanson, P.E. 9#* a K. Y atsuka, E.I.T. Senior Engineer P Revie Engineer bjr\ wt\pItuvevw \tukwila\98\1002r2.doc\cky cc: Mr. Joel Waymire, Saybr Contractors, Inc. Engineering Economics (Fax) • Engineers Planners snrveyas Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, Washington 98204. Ph: 425 741.3800 Fax: 425 741.3900 Reid iddleton July 15, 1998 File No. 24 -98- 022 - 002 -01 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Husky Idealease (D98 -0168) Dear Mr. Griffin: RECEIVED JUL 16 1998 COMMUNITY DEVELOPMENT We reviewed information for the proposed project for compliance with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comments should be addressed: 1. The embedded poles were designed assuming an allowable soil bearing pressure of 3750 psf; however, the General Notes, Item 5, indicates an assumed value of 2000 psf. Please clarify. 3. Documentation qualifying the structural adequacy of the specified roof panels in accordance with UBC Section 1605 should be submitted for our review. 4. The canopy should be checked for seismic and wind loads in accordance with UBC Sections 1618 and 1632. 2. Then, General Notes should indicate all welding should be performed by WABO- certified welders. The review comments listed above should be responded in itemized letter form. We recommend that the permit applicant have the Structural Engineer of Record, Boydston Engineering, respond to the above comments and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office. We have forwarded a copy of this letter to the architect, Engineering Economics, and the project contact, Saybr Contractors for your convenience. Please note that corrections or comments made during the review process do not relieve the project applicant or designer from compliance with requirements of codes, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a Engineers . Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741 -3800 Fax: 425 741.3900 • Mr. Duane Griffin, Build Official • • City of Tukwila July 15, 1998 File No. 24-98-022-002-01 • Page 2 Sincerely, 'd Middleton, Inc. David B. Swanson, Project Manager bjr\wAplatuevw\tukwila\984002r1.doaps Enclosures cc: Mr. Joel Waymire, Saybr Contractors, Inc. Engineering Economics (fax) complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to • the project. If you have any questions or require any additional clarification, please call. • Ferron P. Smith, E.I.T. Plan Review Engineer June 9, 1998 Crystal Kolke Robert Fossatti Associates 2212 Camas Circle SE Renton, WA 98055 RE: 98 -T -021 - Husky Idealease - (D98 -0168) XC: Permit No. D98 -0168 City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director Dear Crystal: Please do structural review per U.B.C.; 1994 Edition. If you have any questions, please call me at 206 -431- 3671. Sincerely, cOthk-746{ Brenda Holt Permit Technician Enclosures 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 . Fax• (206) 4313665 City of Tukwila Department of Public Works John W. Rants, Mayor TO: FROM: DATE: SUBJECT: THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY a 1998: Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the . permit file. JJS /tkf Permit Center NOTIFICATION OF UTILITY PERMIT ACTION Public Works Engineering July II, 1998 Husky Idealease 13123 - 48 Ave S Project Number: PRE98 -009 Permit Number: D98 -0168 Contact Person: Joel Waymire Phone: (206) 439 -2144 Access Land Altering Sanitary Side Sewer Storm Drainage CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) PERMIT FEE 25.00 76.50 20.00 25.00 TOTAL: $146.50 Ross A. Eamst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 07/08/98 16:05 FAX 206 Wing County Water and Land Resources Division Industrial Waste Section Department of Natural Resources 130 Nickerson Street, Suits 200 Seattle, wA 98109 -1(55 6206) 689 -3000 July 7, 1998 Mr. Joel' Waymire Saybr Contractors 17803 51' Avenue South Seattle, Washington 98188 Approval of Sewer Connection for the Husky Idealease Fueling Area Dear Mr. Waymire- The Industrial Waste Program of King County has reviewed your plans for i e oil/water separator to be installed for the covered fueling area at the Husky Idealease l9cated at 13123 - 48 Avenue South in Tukwila. Approval is hereby given for the design of this separator subject to the following conditions: 1. Measures proposed in the plans to prevent stormwater from entering the s wer system shall be properly installed and maintained by the operator. Rain from the roof canopy and surrounding perimeter of the fuel islands must be discharged to stormwa r connections; No significant amount of storm drainage shall enter the sanitary sewer; approval authorizes the discharge of stormwater collected from within the covered eling area only. 2. An oil/water separator sampling port or inspection tee on the outlet line shall be accessible to King County and City of Tukwila personnel. 3. The oil/water separator and catch basin shall be properly maintained so that the discharge to the sanitary sewer does not exceed the K.iing County discharge limitation of 100 milligrams per liter (mg/1) of mineral/petroleum (nonpolar) fats, oils. 4. A shut off valve must be installed followi gg the Oil/Water separator. The valve following the oil/Water separator for the fueling ishind must remain closed except en discharging wash down water or accumulated rainwater. In case of a fuel spill, King County Industrial Waste requires that spilled fuel be pumped from the drains, catch basins, or separator and disposed of in accordance with the Department of Ecology regulations. If you have any questions regarding this letter, please feel free to contact me t (206) 689 -3012. Sincerely., Arnaud Girard Industrial Waste Investigator Industrial Waste Program 3001 cc: Joanna Spencer, City of Tukwila KingCo Ind. Waste( X1 002 JUL 8 1 198 T 'KWlLA PUBLIC WORKS 0168 May 28, 1998 Joel Waymire 17803 - 51st Avenue S Seattle, WA 98188 Dear Mr. Waymire: Sincerely, Brenda Holt Permit Technician File: D98 -0168 C -- g 3451 -- City of Tukwila Department of Community Development Steve Lancaster, Director SUBIECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D98 -0168 Husky Idealease 13123 - 48th Avenue S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 20, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Building Department must be met. Building Department: Contact Ken Nelson, Plans Examiner at (206)431 -3670, if you have any questions regarding the following comments. 1. Provide two (2) copies of a soils report. John W. Rants, Mayor The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation please submit two (2) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Far (206) 431-3665 .... ...._ . . ; May 18 ,..1 998 RI-Ugh Attn :' Joanna Spencer, City - 6300'Southcente'r'Blvd. Tukwila, Wa. 98188 Re: Husky International, in Tukwila`. ly, F3EALEY ALLIANC Dear Ms. Spencer :; s 4 • • n Healey, •1 . The following is resPoriselto your fax of 4/24/§8, 'and r subsequent:phone conversation: d L03 • RECEIVED MAY.:2 0 1998 kTUKWI PUBUC - 1. Storm Drainage: The area around the building is paved; including the'area where we are proposing construction. The area is at grade, so all water surfaces drain to a catch basin.' I have added the location: of the catch basin on the site 'plan. The roof drains will • drain to the surface and be collected by this catch basin. :. 2.. DDCVA: Please review the enclosed letter from Don Hogan of Husky International. 'The double check valve will be addressed as part of their new fuel island' project: If you have any further questions, please feel free to give me a call:, • 4 { nternationa Trucks May 12, 1998 Spokane 824 N. Thierman Rd. Spokane, WA 98212 (509) 928 -6300 Seattle 13123 48th Ave. So. Seattle, WA 98168 P.O. Box 58188 Seattle, WA 98138 (206) 433 -3466 eaNAT3O ' ' on Healey (DEALEAsE1 N.E. 8 St. Bellevue, WA 98004 Ottaw S incerely; ' i V, u• }y Don E. Hogan Facilities Mgr. Husky International Trucks. Inc. Aaron Buses RE: D.D.C.V.A. Valve Ron, the D.D.C.V.A. valve on the fire suppression line will be installed as part of our new Fuel. Island' project The permit for this project is currently being applied for from the City of Tukwila www,huskytrucks.com Approved E Approved E \PR•ROUTE.DOC 6/98 P LWR /R UTING LI ACTIVITY NUMBER: D98 -0168 DATE: 6 -3 -98 PROJECT NAME: HUSKY IDEALEASE Original Plan Submittal Response to Correction Letter # XX Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: No Building Division Fire Prevention ri-r-co J 1 u 5 nue Works S ruct al TTGGIIXX::.�� DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ® Incomplete ❑ Comments: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Nr C Platng Division � ermit &ordinator DUE DATE: 6 -4 -98 Not Applicable ❑ TUES /THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: DUE DATE: 7 -2 -98 Approved with Conditions [ Not Approved (attach comments) REVIEWERS INITIALS: DATE: DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. Pe,wh &ate . C �v PLAN REVIEW /ROU I Z G SLIP ACTIVITY NUMBER: D98 -0168 DATE: 5 -20 -98 PROJECT NAME: HUSKY IDEALEASE DEPARTMENT: Comments: ng'Division Works j4 TUES /THURS ROUTING: No Fire P vention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) El Complete Incomplete Not Applicable ❑ Cfr luQl1JJ (; zr-q Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) P ng p in t, zi-Qt Permit Coordinator DUE DATE: 5 - 21 - 98 REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 -18 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS' DATE: \PR•ROUTE.DOC 1/98 l CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 6 -3- 71 PLAN CHECK/PERMIT NUMBER: r?gFb p(1,9 Outs 14€aJe4sc, PROJECT NAME: I PROJECT ADDRESS: (12.S 46441. CONTACT PERSON: %b tdivitived PHONE: 0o6) V39- /y/ 11 REVISION SUMMARY: I ( ate S � SOY P / lam - /y1 a ii GYl C�l�I G� co/ /7 ?4 M. 7Gt 4/MY? _S /4) �'� J2 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Bldg. / CITY USE ONLY . 0 ,► v t a 3/19/96 1'(125. 115?- (11111 (8/971 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL EGISTW CC01 z -': . r" SAYBRCI03 4 EFFECTIVE DATE >i ' SAYBR CONTRACTORS INC 17803 51ST AVE S ,SEATTLE WA 98188 i MI MU . 111 1 10' -0' DOLL ATOtUT' LOP FLANGE BRAG_ t 2X2XI8 GA TYP. L 2K2XI2 GA GALV. FASCIA BRACKETS 2110X12 PURL IN 70 GA CONT. PERIMETER GUTTER (SCALE: • ( -0') b -D1Cg 70 - 6 WI4X30 BEA a TS 17X12/11/4' COLOR) 4 WI4X30 BEAM 4 TS 12X12/11/4' COLLOR+ I — CONTINUOUS 00X12 PIIRLNS-, FRAMING PLAN /Ib' U HI - 20 GA ROOF PANELS SECTION (SCALE: 1/4' • I' -0') 3:T6 BOLT PURN TO BEAM FLANGE W/ (2) 3/4'0 A301 BOLTS DIAGONALLY ACROSS DCXNSPOUT / ;I ,— STIFFENER PLS (1 EACH SIDE) / 3'14/16'W HI -RIB 20 , GA ROOF PANELS 04X30 BEAM 00X12 RURLN , I.) DESIGN LOADS: LIVE • 25 PBF, WIND • 80 MPH, EXPOSURE C, SEISMIC • ZONE 3, 514 UBC. 2) CONCRETE 2500 PSI 28 •DAY COMPRESSIVE STRENGTH, 50 SACKS /CU.YD. MN. (NO SPECIAL INSPECTION REQUIRED) 3) REINFORCING STEEL TO BE DEFORMED BARS MEETING ABTA A615, GRADE 60 4.) STRUCTURAL STEEL TO BE FABRICATED AND ERECTED IN ACCORDANCE WITH AIEC 'SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. STEEL TO CONFORM TO ASTM A36, Fy • 36 K51. STRUCTURAL TUBING TO CONFORM TO ASTM 4500, GRADE B. STRUCTURAL PIPE TO CONFORM TO ASTM A501. WELDING TO CONFORM TO AIIIS 'CODE FOR ARC a GAS GELDING IN BUILDING CONSTRUCTION'. E10 ELECTRODES. CONNECTION BOLTS TO BE A MN. 3/4'0 A301 BOLT UNLESS SHOLLN OTHERUISE. ABTA A325 BOLTS WITH THREADS IN SHEAR PLANE MAY BE SUBSTITUTED W/O SPECIAL INSPECTION REQUIREMENTS. ALL BOLTS TO BE SNUG TIGHT. 5.) ALLOWABLE SOIL PRESSURES ARE TAKEN FROM AN INTERPRETATION OF TABLE IS -I -A OF TI-E 1994 IBC. SANDY, SILTY, GRAVELLY SOIL WAS ASSAYED. ALLOWABLE BEARING PRESSURE OF 2000 PSF AND A LATERAL BEARING OF 200 PSF/FT. OF DEPTH WAS USED. STRUCTURAL ENGINEER IS TO BE NOTIFIED IF SITE MATERIALS ARE QUESTIONABLY DIFFERENT. 6) ROOF PANELS, 3' DEEP 20 GA ABTA A44b GRADE B, G50, PAINTED. MN •S•.41, - 5.208, .1•.914 AND - 1•.420 ATTACHMENTS SHALL BE WITH •0 TEK BCRE AT 4' -0' ON CENTER 1) FASCIA PANELS 20 GA GALVANIZED STEEL FURLN (SCALE: I' • 1' -0') NOTE ALTERNATE CLIPS TO EACH SIDE Cl' PURLINS SYI'4"ETRICAL ABOUT 4 STIFFENER PL'S (I EACH SIDE) 1/4' X 3 I /4' X 0' -1' 3/16 BOLT PURLIN TO BEAM / I 1 FLANGE U/ (2) 3/4'0 A301 / BOLTS DIAGONALLY ACROS & ' - V N 5/16 PL I' X 13' X I' -6' / � PVC CL 2 I/2' DIA HOLE IN COL. TS 12/112X1/4' COLUMN / 2'0 PVC PIPE L 2X,/13 /e' X I I/2' W/ 1/2'0 BOLT [3/16' BENT PLATE 2' TIP Alf S TFFENER PL'S (I EACH SIDE) � 1/ 4' X 3 1/4' X 0' -T' / 20 GA. CONT. PERIMETER GUTTER SECTION (SCALE: I' • I' -0') — (4) 3/4'0 A301 BOLTS 3 1)2' GAGE AND IN' SPAC.NG Nve' ROOF PANEL SUPPORT PLATE / V L 2/12X12 GA GALV. F ASCIA BRACKETS 4' -0' 00. (3) 4 10 TEKS TYP. \ EA JOINT OPTIONAL PURLIN SPLICE DETAIL 3'H/Ib'W HI -RIB 20 GA TEKS TI, ROOF PANELS (2) M4 TEKS ROOF DECK/ (SCALE: I' I' -0') WI0X12 PURLINS 10' -0' I' LEVELING GROUT 4 2 1/2' DIAMETER I HOLE IN COLUMN. (6) VERT. NO. 4 REBAR DECK CLIPS - IS DETAIL 2'SGUARE PVC OVER60W SCUPPER (WITHI 12' OF EACH SITTER DRAIN) PURLIN PANEL CLIP DETAIL PURLIN TOP FLANGE BRACE ROOF PANEL DETAILS TS 12/112X1/4' COLUMN (SCALE' 3/4' • 1' -0') W14X30 BEAM (SCALE: I' • PL I' X 20' X I' -B' W/(4) I/4'0 X 36' A301 ANCHOP BOLTS W/ IU4E44ER PL I/2' X 5' SQUARE BOLT PURLIN TO BEAM FLANGE W/ (2) 3/4'0 A301 BOLTS DIAGONALLY ACROSS \ ROOF PANELS SEPARATE PERMIT REQUIRED FOR: Dj'IECHANICAL ELECTRICAL D PLUMBING ❑ A3 PIPING CITY ( O. TUKWILA BUILDING DIVISION FILE COPY i Und er:'. I '. f the Plan Check subject to rr•.crs and MIYions and appr-'...I plane does not aWt11r M Mouton of any I adapted code as MO* 4( oanbxl copy al 4Bp B Data Penn Na. Cr1 Of OO11WIIA AFPkO(EU AUG 0 6 1990 Al h.iit2 -0' DIA TIES CIRCULAR FOOTING DETAIL -� M0 'MKS AT 4' -0' 0L. MAX 8 -01 -1/C f I0 k, 9,2(9I f 7/11 / � ( SOF C SPDIIM tlSff1NG7D.N 99207 (5D9* /87 6YYD TYPICAL DECK CLIP RECEIVEC STY p , ijMNILA MAY 2 0 1998 PERMIT CENTER PRe1a -Daft Deis-aces POINT STRUCTURE /ITEM NORTHING FASTING NOTE CB PROTECTION O2 CB PROTECTION O CB PROTECTION EXISTING CB RIM: 100.73 I.E.: 97.06 (IN 12" N) 0 CB TYPE 1 RIM: 100.60 I.E.: (SEE MECH.) I.E.: (SEE MECH.) O CB TYPE 1 RIM: 101.25 I.E.: 98.10 (IN 8 N) I.E.: 98.10 (OUT 8" W) CATCH BASIN PROTECTION CTION ION (�f ( TYP.) CONNECT TO EXIST. SANITARY SEWER (SEE MECHANICAL) SAWCUT AND MATCH EXISTING (TYP.) NTS NTS SITE PLAN SCALE: 1 " =20' ti EDGE OF PROPOSED PAVEMENT SAWCUT AND RESTORE EXISTING PAVEMENT PER DETAIL 6 /C1, IN PAVEMENT AREAS. 30' EXIST. DRIVEWAY FILTER STRIP BACKFILL CONFORMING TO WSDOT /APWA SEC 9 -03.10 COMPACTED IN 12" MAX LIFTS BEDDING MATERIAL PER WSDOT /APWA 9 -03.16 COMPACTED TO 95% DENSITY SAWCUT AND MATCH . EXISTING (TYP.) I L__ 15 (MIN.) � %i� � ����j,�, CONVEYANCE SWALE DETAIL CONN. TO EXISTING I.E.: 97.10 W MAX W =1 5 x PIPE DIA FOR 6" W 27 "MIN. 8" W =30 "MIN. 12'436 "MIN. DDCVA, FOC, AND WIV (SEE MECHANICAL) 12' 1 STORM DRAIN TRENCH SECTION 72' 6' SSsSEE MECH, 2' UNDISTURBED SUBGRADE (TYP.) PROVIDE TOPSOIL & HYDROSEED IN NON - PAVEMENT AREAS 18 "MIN 0 OIL/WATER SEPARATOR (SEE MECH.) EXISTING HUSKY BUILDING 101.45 F4- 101.25 v >c 101.25 x i � DS - EXISTING GRADE 3' MIN. 40' 10LF8 "SD • 2.0% MIN. I.E.: 98.30 48 LF 8' SD 2.0% MIN. STORM DRAIN TRENCH SECTION (TYP.) 1 "R TYP ASPHALT PAVING DEPTH OF THROUGH JOINT 184 LF EXTRUDED ey CONC. CURB C1 CONCRETE PAVEMENT. GRADE TO DRAIN TO NEW CATCH BASIN. NTS 101.00 CATCH BASIN CONC. RISER NTS STEEL GRATE AC PAVEMENT (REMOVE EXIST. PAVEMENT AS NECESSARY) (TYP-) 72' ROOF /CANOPY OUTLINE -, 48TH AVENUE S. RADE ir= lil -lil- - III -11 III= I -1 '1- FLOW OF ALTERED WATER 40 .100.00. PAVEMENT . . . . . . . . . . (TYP.) 8 LF 4' SD CONVEYANCE DAYLIGHT TO SWALE 0 2.0 %.; "' SWALE, ARMOR MIN. SLOPE 1 30' I b1s qu4 EXTRUDED CONCRETE CURB DETAIL SAWCUT AND MATCH ' EXISTING (TYP.): EXIST. DRIVEWAY NOTE: CATCH BASIN PROTECTION TO BE PUT IN PLACE FOR ALL EXISTING AND NEWLY , INSTALLED CATCH BASINS DURING CONSTRUCTION PRIOR TO PAVING. -1= III =11 I 1/2" X 1/2 WIRE MESH W/ FILTER FABRIC ON TOP. WRAP UNDER CB GRATE W/ 8" MIN. OVERLAP CATCH BASIN PROTECTION DETAIL \ \\ GRADE CONSTRUCTION SEQUENCE 1. CONDUCT PRE-CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING UNITS. 3. INSTALL CATCH BASIN PROTECTION. 4. INSTALL PERIMETER PROTECTION (FILTER FABRIC FENCE, BRUSH BARRIER, ETC.) 5. CONSTRUCT SURFACE WATER CONTROLS (CONVEYANCE SWALES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.: • 6. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 7. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY TESC MINIMUM REQUIREMENTS. 8. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN 7 DAYS DURING THE DRY SEASON OR 2 DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK,: OR EQUIVALENT. 9. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. 10. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 11. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. TESC NOTES 1. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP CAPACITY, RELOCATION OF DITCHES AND SILT FENCES). 2. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. GENERAL NOTES EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS HAVE BEEN SHOWN ON THIS DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID IJ ILITES AND IMPROVEMENTS IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND UTILITIES AND IMPROVEMENTS WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY. AND ALL DAMAGE TO UNDERGROUND UTILITIES AND IMPROVEMENTS RESULTING FROM HIS OPERATIONS. NO WARRANTY OR GUARENTEE OF ACCURACY OR COMPLETENESS IS EITHER IMPLIED OR EXPRESSED. STRUCTURE SCHEDULE PLAN RIP RAP DETAIL NTS 4 ° -6" QUARRY SPALLS ELEVATION griamum Milk! Hai% El .3" COMPACTED DEPTH ASPHALT TO CONCRETE CLASS A REMOVE 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE WITH - 95 % MAX. DRY DENSITY 4" :COMPACTED DEPTH CRUSHED SURFACING BASE COURSE 95% MAX; DRY DE NSITY AC PAVING SECTION NTS COMPACT SUBGRADE 95% MAX. DRY DENSITY. PROOF ROLL AND AND REPLACE SOFT AND /OR ORGANIC AREAS W STRUCTURAL FILL These plan= have been reviewed by the Public Works 0 rent f er , :hc,tent r Accept Acceplanc, ors rich do net a.l' of 2 _. ,lards or ordinances. T. rrty for Ii :.. oegooey of the design rests tc: 3: the desIgnor. Additions, deletions or i to these drawings after this date will void this acceptance and will require a res ubmitlr.l of revised drawings for subsequent approval Final acEcptance is subject to field inspection by the Fublic Works utilities inspector Date: *mg By: RCrSS Lifi 555 510 COMPACT SUBGRADE TO 95% MAX. DRY DENSITY. PROOF ROLL AND REMOVE AND REPLACE SOFT AND /OR ORGANIC AREAS WITH STRUCTURAL FILL CITY or TUNA AUG 0 S 1348 ! VE D _.j l, . � 4.7":1 • - RECEIVED • V G "♦ CrDEOFTEKWVA MAY 0 19911 G GO PERMR oes Efl. I ` F�Ft?i c CALL 48'r Fj O�8 BEFORE YOU :'bj( '1- 8- 0024 5 5 5 5] SI 20 LEGEND - PROPOSED • x 84.98 0 10 20 SCALE: '1" = ASPHALT PAVEMENT CONCRETE PAVEMENT FILTER STRIP /SWALE STORM DRAIN LINE SANITARY SEWER LINE CATCH BASIN TYPE 1 SPOT ELEVATIONS SURFACE FLOW DIRECTION DITCH FLOW LINE 4 DOWNSPOUT CONNECTION OIL/WATER SEPARATOR ur•yp V RIP RAP NTS CONCRETE PAVING SECTION CATCH BASIN PROTECTION " LEGEND - EXISTING 6" COMPACTED DEPTH CONCRETE PAVEMENT 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 95% MAX. DRY. DENSITY 4" COMPACTED DEPTH CRUSHED BASE COURSE 95% MAX. DRY DENSITY SvR No Des grtel DrilwTi r , ,` Checked,a Sca IC Dgte': . Retrtstoh EXISTING CATCH BASIN EXISTING DRIVE - ''E %ISTNG 4" SANITARY SEWER EXISTING 30' -0' DRIVE EXISTING SANITARY SEWER FROM BUILDING EA ROLE RG CA LE RELOCATED /' PLE O I9 , b9 8oie EAISTINC L,IRB TO BE REMOLEC FYP) NEW ASPHALT- 31 0" COSTING BJVLO NG= fi PVC TO SANITARY SEVER 450 GALLON OIL /WATER SEPARATOR. UTILITY VAULT CO. /660 -SA / 42" SUMP 14/ MANHOLE COVER CATCH BASIN EDGE OF NEW CONCRETE SLAB —� NEW 4' DRAIN FOR / CANOPY TO E %ISTNG / C/B < 16'0 MANHOLE COVER — KIOSK CANOPY SUPPORT/ COLUMNS / / .... SLOPE CONCRETE / SLAB TO C/B — 40' 0" GENERAL NOTE ALL WORK SHOWN IS NEW UNLESS IDENTIFIED AS EXISTING LEGAL DESCRIPTION: THAT PORTION OF STEPHEN FOSTER DONATION CLAIM N0. 38, AND THE C.C. LEWIS DONATION CLAIM NO. 37, IN SECTIONS 10, 1I. 14 AND 15, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT WHICH BEARS NORTH 400 01' 05" WEST A DISTANCE OF 92015 FEET FROM A MONUMENT AT THE P.I. OF A CURVE ON THE CENTER LINE OF THE DUWAMISH RENTON JUNCTION ROAD; SAID P.I. BEING APPROXIMATELY 1000 FEET EAST 20 FEET SOUTH OF QUARTER CORNER BETWEEN SECTIONS 14 AND 15, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY. WASHINGTON; THENCE NORTH 49' 24' NEST ION A UNE 15000 FEET DISTANT FROM AND PARELLEL YATN THE CENTER LINE OF THE SAID 006824ISH RENTON JUNCTION ROAD, A DISTANCE OF 835.00 FEET TO A POINT WHICH BEARS NORTH RI' 44' 15' EAST A DISTANCE OF 199.17 FEET FROM THE MONUMENT AT THE END OF A CURVE ON THE CENTER UNE OF SAID DUWAMISH RENTON UNCTION ROAD. A SAID END OF A CURVE BEING APPRO0AMATELY 1200 FEET NORTH AND 440 FEET WEST OF QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE NORTH 49' 24' NEST A DISTANCE OF 16.00 FEET; THENCE NORTH 40' 36' EAST A DISTANCE OF 682.10 FEET; THENCE BOTH 40' 24' (49' 2(?) WEST A DISTANCE OF 310.21 FEET TO THE TRUE PONT OF BEGINNING OF THE DESCRIPTION; THENCE SOUTH 40' 36' WEST A DISTANCE OF 552.10 FEET; THENCE NORTH 49' 24' WEST 52.08 FEET; THENCE SOUTH 40' 36' WEST 150 FEET TO THE NORTHEASTERLY MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE NORTH 49' 24' WEST ALONG SAID MARGIN OF THE RIGHT -OF -WAY A INSTANCE OF 30 FEET; THENCE NORTH 40' 26' (40' 36' ?) EAST A DISTANCE OF 150 FEET, THENCE NORTH 49' 24' WEST 172.00 FEET; THENCE NORTH 40' 36' EAST 552.00 FEET; THENCE SOUTH 49' 24' EAST 234.08 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF STEPHEN FOSTER AND C.C. LENTS DONATION CLAIMS IN SECTIONS 14 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A POINT WHICH BEARS NORTH 40' I 5" WEST A DISTANCE OF 920.15 FEET FROM A MONUMENT "HUB" AT THE P.I. OF A CURVE ON THE CENTER LINE OF THE DUWAMISH RE3NTON JUNCTION ROAD, NOW PAVED. SAID P.I. BEING APPROAAMATELY 1000 FEET EAST AND 20 FEET SOUTH OF GARTER CORNER BETWEEN SECTIONS 14 AND 15. TOWNSHIP 23 NORTH. RANGE 4 EAST. N.M. . IN KING COUNTY, WASHINGTON; THENCE NORTH 49' 24' WEST ON A LINE 150.00 FEET DISTANT FROM AND PARELLEL 810TH THE CENTER LINE OF THE SAID DUWAMISH RENTON JUNCTION ROAD, A DISTANCE OF 83500 FEET TO A POINT WHICH BEARS NORTH 81' 44' 15" EAST A DETAIL NOTES THIS SHEET: 1O ANNULAR SPACE MONITOR, SEE O TURBINE SUMP PUMP, SEE O AUTOMATIC TANK GAUGE, SEE O TANK VENT, SEE O TANK FILL ASSEMBLY, SEE O DIESEL DISPENSER. SEE \'i� EXTEND 2" VENT UP 24" ABOVE CANOPY ROOF TIP DISPENSER ISLAND (TYP) NIP (PP 3) 12'0 MANHOLE COVER 12'0 MANHOLE COVER 2 MANHOLE COVER DIESEL TANK VENT TYPICAL CANOPY ABOVE 48th Avenue N 1 DIESEL TANK AND FUEL DISPENSING PLAN I Scale; 1/8' =1' -0' 40-0' O TYPICAL DOUBLE WALL 2' FUEL PIPING O 15,000 GALLON DOUBLE WALL TANK. ACE TANK AND EQUIPMENT PERMATANK UL 1746 10 RELOCATED LIGHT POLE AS SHOWN WITH NEW BASE 11 VERIFY/LOCATE EXISTING PIPE INVERT IN FIELD AND ADJUST PIPE TO MAINTAIN PROPER SLOPE TRW NEW OIL/WATER SEPARATOR AND CATCH BASIN SHOWN. <C> EXTEND EXISTING DRIVE TO 35' -0', TYPICAL OF BOTH ENTRANCES. Pr p(,) (�M04.EB.CI DKLUEwTMY a6TRIL_ NEW ASPHALT / / -PROPERTY LINE /EDGE OF STREET DISTANCE OF 199.17 FEET FROM A MONUMENT 'HUB" AT THE END OF A CURVE ON THE CENTERLINE OF SAID DUWAMISH RENTON JUNCTION ROAD, SAID END OF CURVE BEING APPROXIAMATELY 1200 FEET NORTH AND 440 FEET NEST OF QUARTER CORNER BETWEEN SAID SECTION 14 AND 15; THENCE SOUTH 40' 36' NEST A DISTANCE OF 20.00 FEET TO THE NORTHEASTERLY MARGIN OF PUGET SOUND ELECTRIC RAILWAY RIGHT -OF -WAY, THENCE NORTH 49' 24' WEST ALONG SAID MARGIN OF RIGHT -OF -WAY A DISTANCE OF 16.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 49' 24' NEST ALONG SAID MARGIN OF SAID RIGHT -OF -WAY A DISTANCE OF 310.21 FEES THENCE NORTH 40' 36' EAST A DISTANCE OF 450.00 FEET; THENCE SOUTH 49' 24' EAST A DISTANCE OF 310.21 FEET; THENCE SOUTH 49' 36' (40' 36' ACTUAL ?) WEST A DISTANCE OF 45000 FEET TO POINT OF BEGINNING: EXCEPT THAT PORTION OF THE ABOVE DESCRIBED PROPERTY LYING SOUTHWESTERLY OF A LINE PARELLEL WITH AND 150.00 FEET NORTHEASTERLY OF THE NORTHEASTERLY LINE OF CITY LIGHT RIGHT -OF -WAY ADJACENT TO SOUTHWESTERLY BOUNDRY OF SAID PROPERTY; EXCEPT THAT PORTION CONVEYED TO CITY OF TUKWILA FOR ROAD BY DEED RECORDED UNDER AUDITOR'S FILE NO. 6707994. SUBJECT TO EASEMENTS OF RECORD. EXISTING UGHTNG POLE RELOCATED SEE EXISTING CATCH BASIN EXISTING DRIVE - EXISTING 30' -0" DRIVE 1 CITY OF TUKWILA APPROVED AUG 0 6 1960 NGJ 7RECEWfD -9 024 8 18 241t. D U COV OFT I 1 /B• - r -B ' MAY 2 0 (996 ISSUE RECORD PURPOSE DATE PERMIT 1 -30 -98 CLIENT RENEW SET 1 -29 -98 DESIGNED BY: DRAWN BY: JN RH DATE: 2 -2 -98 PROJECT NO 28009 APPROVED BY: JN FILE NAME: SITE SHEET TITLE: DIESEL TANK. / FUEL DISPENSING PLAN ?R is - t/h.✓ PERMIT CENTE REQUIRED DEADMAN DIMENSIONS TANK DEADMAN DEADMAN DEADMAN TANK SIZE LENGTH LENGTH HEIGHT WDTH 15 DIAL T. F 100 FT. GAL 37' -8 3/4" 38' -8 3/4" 12" 18" CONCRETE SIAB— SPLICE I FT. FROM j BOTTOM OF RISER PIPE TYPICAL STEEL REINFORCING FADER 'ABLE — FIBERGLASS TANK - -- SENSOR MANHOLE 2 CORD GRIP SEALS SUPPLIED W114 SENSOR —4'0 RISER C -H GRFX PATH COVER AND GAS WEATHERPROOF JUNCTION BOX EPDXY SEAL PER NFPA SPEC TO LEAK DETECTION MONI'OR PANEL 2 #1A THAN IN RIGID METAL CONDO OR 2 CONDUCTOR /IA SHIELDED CABLE 2 WIRE CABLE IN PVC SCHEDULE 40 CONDLHT SENSOR SNITCH MUST REACH BOTTOM OF TANK OF SENSOR SNITCH AT BOTTOM OF TANK SEE INSET 1 ANNULAR SENSOR INSTALLATION Scale: NONE IN AX. BOTTOM OF TANK-- 4' L 6 " FLT. ADAPTER AND CAP 4' RIG'S TOP OF TANK DROP TUBE 5 TANK FILL DETAIL Scale: NONE b - 0 (Cob CONCRETE SLAB GAUGE PLATES UNDER EACH ETTGNG/MANWAY, OPENING BY TANK MANUFACTURER 0 -cum ulHllin mllPitI�IIIIIIr- w MINK M 0 0 0 iil ♦er F 8 9 -BOX 0 0 8A OK' I.D. NOTE: ONLY PRODUCT PIPING IS SROWN IN THIS NEW FOR CLARITY 2 SUMP SECTION Scale: NONE —PROBE C.A91 E 3/4' CONDUIT MOUNTED RIGID SEEDER ROOT LIQUID PROBE 24" MIN. NEW 2" UNION SCR'D BLACKSTEEL 3/4" CONDUIT / TO TURBINE 1' MIN. FROM BOTTOM OF SUM AND LOCATED AT SIDE OF PRODUCT LINE ' ENTRY BELOW LEVEL OF BOTTOM OF LOWEST PENETRATION FITTING 6 LIQUID PROBE Scale: NONE 2 -0' 0 ELEVATION 9 POLE BASE DETAIL NOT TO SCALE - 3 MIN PRODUCT PIPING 2" BELL A FNPT ADAPTER COLUMN AND BASE PLATE BY OTHERS 4 - 1 - /B' BOLTS NON 6TA MFE GR ANCHOR OUT 1/2' CHARIER 3-14 TES 0 3' OC. 13 TIES 0 12" O.C. #3 RES ART ROW ANCHOR BOLTS VERT PLAN SECTION SAND OR 20'± PEAGRAVEL BACKFILL 6 CONCRETE SLAB FIBERGLASS TAN NOTE: INSTALLED ONLY IF REQUIRED 11/2" IMPACT VALVE W/ UNION TOP (SHEAR SECTION MUST BE FLUSH W/ TOP OF PUMP ISLAND) TOP OF CONCRETE DRIVE SLAB 2 CORD GRIP SEAS SUPPLIED SENSOR NOTE: ANY STEEL PIPING AND FITTINGS TO HAVE MIN. 20 MIL WRAP W/ 100% OVERLAP ON TO FIBERGLASS PIPE FITTINGS C -H GRFK WITH COVER AND GASKET WEATHERPROOF JUNCTION BOX 411., • EPDXY SEAL PER NFPA SPEC — TO LEA( DETECTION MONITOR PANEL 2 WIRE CABLE 2 /18 THAN IN RIGID METAL CONDUIT 1' API PIPE OR 2 CONDUCTOR X18 SHIELDED CABLE SCHEDULE 40 IN PVC SCR. 40 CONDUIT �I PROBE 3 TANK GAUGING INSTALLATION Scale: NONE IN UNSTABLE (AS DEFINED BY SOILS REPORT) SOIL THE DIMENSION MUST BE 4 FT. FROM BORN SIDES AND ENDS (WITH FIBERGLASS TANKS) FILTER FABRIC ON BOTTOM OF TANK HOLE —� DISPENSER ISLAND 1 1 /2" 3' NIPPLE 11/2' COUPLING 1 1/2 "x 24" FLEX CONNECTON 3 "x " TEST REDUCER UNDER DISPENSER 2" SLEEVE COUPLING W/ CONTAINMENT SUMP D'x 1 I/2" REDUCER BUSHING (PRIMARY PIPING) NARVE SOIL 7 PRODUCT PIPING AT DISPENSER Scale: NONE 4 B SECTION Scale: NONE NEW TANK FILTER FABRIC. SEE NOTE I CONCRETE "DEADMAN" WHEN MORE THAN ONE TANK IS INSTALLED. THE DEADMAN BETWEEN TANKS SHALL BE DOUBLE IN WIDTH TO ACCOMODATE BOTH TANKS. THE TANKS MUST BE 3' -0' APART MINIMUM (SEE CHART) HOLD DOWN STRAPS FURNISHED BY TANK MANUFACTURER AND PLACED AT DESIGNATED LOCATIONS (NUMBER AS REQUIRED) NOTES, 6" BASE OR SURFACE MATERIAL WHERE REO'D BR OWNERS ENGINEER WHEN DEADMAN IS PRECAST OUT OF THE HOLE, ADD ONE 13 REBAR IN EACH COVER (4). WITH 2" COVER 2 #3 REBAR FULL LENGTH LOCKING CAP IaiN, :iH 6" VAPOR ORIFICE - MANHOLE W/ COVER T PIPE A. VENT FLOAT VALVE- DIESEL Scale: NONE NOTE: CONTRAC OR SHALL TAKE PRECAUTIONS TO PROTECT HOLE AND TRENCHES FROM SURFACE WATER RUNOFF UNTIL PAVING IS REPLACED A TYPICAL PIPING IN TRENCH Asof Scale ONE IN I. FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED. FABRIC MUST EXTEND I' ABOVE MAX. HIGH WATER TABLE AND MAY BE PINNED TO SIDE OF HOLE WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM. 2. TANK MUST BE BALLASTED BY FILUNG WITH WATER UNTIL BACKFILL COMPLETE. CAUTION DO NOT ALL RBERGLASS TANK WITH UOUID UNTIL BACKFILL IS EVEN WITH TOP. SEE SPECIFICATIONS WHEN INSTALLATION IS COMPLETED. WATER IS TO BE COMPLETELY PUMPED OUT AND MOPPED DRY SO THAT NO PROBLEMS OCCUR WITH PHASE SEPARATION DURING WINTER OXYGENATED FUEL SENSOR. 3. DEADMAN TO BE INSTALLED IN A WET HOLE OR WHEN REQUIRED BY OWNERS ENGINEER OR ARCHITECT HAVING JURISDICTION. WHEN REQUIRED, THE ANCHORING SYSTEM SHALL BE IN COMPLIANCE WITH AUTHORITY HAVING JURISDICTION. 4. WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE WITHIN 5 FT. OF GRADE, CONTRACTOR SHALL NOTIFY HUSKY FIELD ENGINEER FOR DIRECTION ON ANCHORING METHOD TO BE USED (DEADMAN OR ANCHORING SLAB) 5. WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE CONDITIONS AND ENGINEERED SHORING PLAN UTIUZING INTERLOCKING STEEL SHEET PILING SHALL BE PROVIDED AND SHALL INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY A STATE CERTIFIED ENGINEER. 3/4" WIRE ROPE WITH TRIPLE V CLAMP, COVER ENTIRELY W/ UBERAL COAT OF ASPHALT CEMENT #4 ROO "HAIRPIN ", ON FOR EACH STRAP CONCRETE SLAB TYPICAL STEEL REINFORCING COMPACTED SAND OR PEAGRAVEL BACKFILL TOP OF FINISHED SURFACE 7 "t 2 PRODUCT PIPING LINES CITY OF (SIT IL1 APPROVED ACT V 6 1988 TLC I � }SEE CHART FOR DEADMAN - ( 'D' L- DIMENSIONS 10 TYPICAL TANK ANCHORING DETAIL /*(1. PERMIT CENTEA Scale: NONE RECEIVED JUN 0 9 PECEIMEO CITY OF TUKWIIA MAY 2 0 (098 E ISSUE RECORD PURPOSE DATE PERNIT 1- 30-98 CUENT REVIEW SET 1 -29 -98 DESIGNED BY: DRAWN BY: JN RH DATE: 2 -2 -98 PROJECT. NO. 28009 APPROVED BY: JN FILE NAME: DETAILS SHEET TITLE DIESEL TANK FUEL DISPENSING DETAILS SHEET NUMBER: M1.1