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Permit D97-0248 - METRO EDUCTED SOLIDS HANDLING - CONCRETE PAD AND STEM WALLS
City of Tukwila �- Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 102304 -9066 Address: 11911 EAST MARGINAL WY S Suite No: Location: Category: ACOM Type: DEVPERM Zoning: M2 Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: SEATTLE Wetlands: Occupancy: UBC: 1994 Fire Protection: N/A .0 South: .0 East: .0 West: .0 Sewer: 'VAL.VUE Slopes: -N Streams: 1 Contractor License No: NORDICIII:OL'Z' OCCUPANT METRO,EDUCTED SOLIDS HANDLING FACILITY, 11911 EAST MARGINAL WY: S, OWNER METRO ACCOUNTS PAYABLE SBANNEX- 5432 - 50706- D50314, 82.1 2ND AVE, SEATTLE WA :98104 CONTACT DARRELL W TURNER Phone: 206 343 -0236 1218 THIRD AV #1412, SEATTLE. WA 98101 CONTRACTOR NORDIC CONSTRUCTION INC Phone: 206 -824 -4200 2608 S. 208 ST, SEATAC WA 98198. * ** k * * * * * * * * * * * * * ** * * * * * * * ** * * ** •k ** * * * * * * * *•k * *•k * ** * * * * * * * * * ** * *** * ** ** * * * * *k * * * * ** Permit Description: MISCELLANEOUS SITE WORK & CONSTRUCTION OF CONCRETE PAD AND STEM WALLS TO RECEIVE PRE-ENGINEERED METAL BUILIDNG (BUILDING UNDER SEPARATE PERMIT). *• k********* * * * * * * * * *• * * * * * * * * * * * * * * * ** * ** k * *•k * * * * * ** *fir * * * * *•k *•k * * * * * * * * * ** ** Construction Valuation: $ 40,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng.Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Flood Control Zone: N Hauling: N Start, Timer Land Altering: Y Gut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Water Main Extension: N Private: N r*************************** * * * ** ** * * *•k *•k **k *•k * * * ** TOTAL DEVELOPMENT PERMIT FEES: '$ n 905.84 rk******* * * * * * *k* * * * * * *•k * * * * * * * * * * * * * ** ; k************ * * * * * * * * * * * ** * * * * * * * * * * * * ** **k Permit Center Authorized Signature:_ DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: TUKWILA WA 98188 (206) 431-3670 D97 -0248 ISSUED 04/15/1998 10/12/1998 Size(.in): .. .00 End Time: 188' F i l'l 152 End Time: Public: N Public: N 14- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the'performance of work. I any authorized to sign for and obtain this development permit. S i g n a t u67 v �-F j Date: Print N a m e : ' %- \3 1 .. -`�` 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. tBy'iiGit U_ ;:a.w CITY OF TUKWILA • Addr s.: 1191 EAST MARGINAL WY S Permit No: 09.7 -0248 Su'i:te: Tenant Status: ISSUED PERM Applied: 07/22/1997 Parcc-1 # :..1112304, -906 Issued: 04/15/199B ,.kA•;k****AA' *4k** kA• k* k• k**'A£ Ak******* 4** 44*kk• k*******, t**A***.* **•k**** * **A**'k * **k Perniit. tions 1 No: changes.' be • .made' .to the p'1ans unl ess approved by the Archi : :'or Engtneer and the Tukwi,l Biti1,ci.ing Division • A 1 1 permits, inspection. recbrds. ;- a n4app pl ans she 1 1 be available at the job , site priorr to tie st ° ;at5 .of any con struction :. The.s .�cfocunients ,are :to' be nrainta iiied ; arid ava 1= p grant a17.ie anti 1 f irla�1 ins esc�io pppr�ot�afl�`,is 3 BUILDING PERMIT APPROVAL', I$ ''FOR SF0UNDATION`0NLY! • °4S =teel bIdg str uctur a l'i' fun"der and Appr ci'v I per` constr - dr�awin9� sr`recifioations ` • 4 A11 consf. +zuc i•ci ; be done ir7 contorma h Pr. o ved , t. plans nd • requirements 'of, the w i:fo.rnr • BU i1ii nq Co, e Ed i t i a . amended,: Uri it orm Meehan i -al Code (19944 Ed i,t i'on') and WAahirigton St`at E n:ergy..Code ; •(1994; Edi :r :ion) s' 5 Va l d i= � i;y of� perw.nsi t: ; The i ssuanc e Of a �i�r mi t or apprt�va l -'rti'1 p1'ar��T. apecificati on , and o ouiputat,1ons She 11 no t`.be strruetd. tiro be a "> per mi fir; ,:men .an apprnova1 of., any violAt.fon ;. of. tariy of they provisions of; the bu l th i fig a-code or of any ', ''ord inance ic of ..the jurr isdt:ian No..p° rimit 'pt•esu�ri:'ing give: aeiitho i ty:to-- v.:Iolate, or� cancel t h e provisions Crf ;,this code shat: he e - ^r P "i ■ �! i; Existing use: ❑ Retail ❑ ' estaurant El Multi- family El Warehouse El Hospital fill ❑ Church ❑ Manufacturing El Motel/Hotel ❑ Office /'� / El School /College /University ter a Value of Construction: Am h 7JP / t / � , � � r � 4 N 5 . . M • T77 *V woo, Pro. ► n r: �j (�I �!/OT � � 03,: / r Z- t:/lJ�I � � l � St dr Gl / . 1 ;1■ 10:42*- !l/• S �i ) - 800 Iry ! Contractor: • hors Street Address: City State /Zip: Fax #: Archij'�j/ /G;l ‘et G?*, ��Jyr Pho �G �' OZ Stre d i� : 3rD, %� � Clt Sta / I : i/z 5a1 `, o/ # Fax : OZ¢/ tr ipi St -e .dress• Cit .te /Zi.: a x ge= Contact Person* /`r te,// T// n .. Phone:(,) � �, Str: A es • • Cit State/ i • . Fax #: Des iption of work to be done* �/ !/j/ / / "-- ` C' �./7 0 a� � � i /I/ /s i e�'JI7. Existing use: ❑ Retail ❑ ' estaurant El Multi- family El Warehouse El Hospital fill ❑ Church ❑ Manufacturing El Motel/Hotel ❑ Office /'� / El School /College /University ter a Proposgd use: El Retail El Restaurant El Multi- family arehouse El Hospital ❑ Church ❑ Manufacturing ❑ NM.otel /Hotel El Office ❑ School/College/University _. Other it, Will there be a change of use? El yes L� no I yes, extent of change: Existing fire protection features: ❑ sprinklers automatic fire alarm El none ❑ other (specify) Building Square Feet: .9" ----- existing 740 new Area of Construction: 5�0 Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes no quantities & Material Safety Data Sheets CITY OF TU WILA 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. NCPERMIT.DOC 1/29/97 APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) El Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): El Flood Control Zone El Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Moving an Oversized Load: Start Time: End Time: El Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage El Street Use ❑ Water Main Extension 0 Private 0 Public El Water Meter/Exempt #: Size(s): 0 Deduct. 0 Water Only El Water Meter /Permanent # Size(s): ❑ Water Meter Temp it Size(s): Est. quantity: gal Schedule: El 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. Dale application accepted: - Date application expires: Application taken by: (initials) / AEGtivty PLEASE SIGN BACK OF APPLICATION FORM PERMIT CENTER • . _-1OA1 ____ _/ E OR AUT .: 8 e I • �,/�I! Da te: 2 ' Print na 1i0 Add • i IFAIW i` 4 •hone: —T City /State /Zip: It. Fax .- -. 42/i / f /O ALL NEW COMMERC/AL/ADDITION /M I- FAMILY PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLLOWING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County 2r El 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. CT ❑ 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 °f working drawings, which include : ❑ L'1 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). ❑ Vicinity Map showing location of site ❑ 17r Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ Mechanical Drawings ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ Architectural drawings ❑ Specifications (if separate document) ❑ Structural Calculations IQ , ❑ ,/ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ gr Analysis ❑ gr Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ l�J Topographical and Boundary Survey Pr ❑ Tree Coverage Analysis (Multifamily only ) Ca ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 L7 ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) {4 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other � land use or SEPA decisions U El 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) ❑ 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 Agont If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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. NC1'1:1'MIT. 1 /29/97 rk zl• * * ****'4* * * * * *k4k * k * :4 * * *• •kk * * * ** ** *kk* k*k * **kk **kA * * *kk* **** G.ITV. OF, ;TUKWILA., "WA i TRANSMIT. k* kk* � *k #kk� *kA�C >E *A * *Pa k k * " * *k•k•kk * *at*kAkkk,4 * TRANSMIT Number: R9700617 Amount: 804.34 07/22/97 13:47 Payment Method.: CHECK Notation: METRO Init: KJP Permit. No D.97 -02.78 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 102304 -9066 Site Address: 11911 EAST MARGINAL WV S Total Fees: 804.34 This Payment .804.34 Total ALL Pmts: 804.34 Balance: .00 ****** klikkkk************* k********* kkkk * *k *** *k * *A*Ak•kk*****•k *** Account Code 000/322.100 000/345.830 0.00 /386.9.04 Description BUILDING - NONRES PLAN CHECK NONRES STATE BUILDING SURCHARGE Amount 484.75 315.09 4.50 2380 07/23 9719 TOTAL . 804.34 P /7- ;q44t•4'14 *k #A•li44k . .4sA4r4**A # *k **- ,4Akk•A...kA: fir #hkk #A*kkA**h*A #A *.A*A *A CITY OF' 11. W1Lfii, WA TRANSMIT *> * :* 4*,+k 4chk' k• 4. A** A*: 4 k**## A4**#• k *kkk. **k•k•A *4 *4kkkk *•kAkk*A . TR(iNSMIT: Numbr:. R9700747 Amount: 101.50 04/15/98 11:55 Payment.Methad :•. CHECK,. Notation: METRO In•it: 13LH 'Permit No: D97 -028 Type:. DEVPERM DEVELOPMENT PERU' Parcel No 102304.906u Site Address: 11911 EAST MARGINAL NY S Total Fees: 905.04 101.50 Total ALL Pmts: 905.84 Balance: .CEO ** k* A*** *k**:1**4A *k*44'4t*A *•4•.{ *•. * A'*l kk• kk %*• #A**•A.A.khAA•k *: }kA6*kAkk Account Code Amount 000/345.830 10.00 412/342.400: 15.00. 000/322.100 54.00 000 /345.830 22.50 This Payment Decription PLAN CHECI( UTILITY INSP FEE - STORM DRAIN LAND ALTERING PERMIT FEE .LAND ALTERING PLAN CHECK 1 04/16 9717 TOTAL 1,01. ;50 V %&S;i'8 iA(AY` 1111' ; r��d'1Ck''r� .i5 7�E712 k41rffDk�a4,q,dm Environmental Geotechnical Construction Consulting • Engineering • Testing February 16, 1999 File No. 712 -80149 Mr. Dave Larson City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject:. Project Name Project Addre Permit No. WORK REQUIRED Structural Steel Erection Reinforced Concrete In -Place Density Tests Sincere P AL SERVICE INDUSTRIES, INC. / /,�z,• _ ,,Sam ' aghmaie, P. E., • Manager, Seattle Construction Services Department SY: sy(Fi nal. 712 - 80188. Doc) cc: Jim Carlson, METRO /King County Educted Solid Facility #C73180C Marginal Way South WORK INSPECTED Structural Steel Erection Reinforced Concrete In -Place Density Tests FE: . 181999 DEVELOPMENT We have completed the requested spec • . on the subject project. Our final report, dated 2/01/99, is numbered FR1234. To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and/or verbal or written instructions from the Engineer of Record. 111 /orluation 7o 13/1/1(1 On Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282-0666 • Fax 206/282 -0710 TEST STRENGTH REPORT SUPPLIER. ; L a jl Es- r z . p., [JOB MIX ,:, ; -, . • .. MIX NO. a_teD MIX NUMBER a-i IFILANTN0*..1 CEM. LBS. C.a.lik CONCRETE :";4 AIR ,°. F. F. AGG LBS. GROUT i 8 C. AG LBS.32( LBS. T L a MORTAR '''.'.;.:•!-; SAND t_ 1 b SHOTCRETE.: L i, a DAYS • F. ASH LBS. FLEX BEAMS SLUMRSPECIFICATIOW . 9 (3 WM PRISMS >-'' : . ADMIXTURES GROUTED• -; ,SiDIT(E'1/4J1°,12..._ UNGROUTED ai.....00 w CZ- L-t._ OTHER WATER ADDEDIC ov'Al ('‘R PML. FActLA-T. Pek_ o 144....) RooNFORMANCE,ORWORea ALL ITEMS INSPECTED ARE: U E..“ 1 Cl-F r4f) • 5 (\CR - et__ 7 i. CA- l LI II. (... • ...0 a C_ L.._) "A _ 4 .al • t V .A, g-t-5(Itec p r. g..3 - t. :... 0 Lti ■ T. L, L CONFORMING NON CONFORMING r.4 b TO APPROVED PLANS '. NONCONFORMANCE NOTIFICATION TO: DATE: INSPECTED BY ' ' c..--4.-2,„___ _: . " 2_ HEVItwEu::_. y , . .. . ,....,.. : ,, STRENGTH'-`;vto. .. ,:: CAST DATE: I c f- 'I 01 0 TESTED PER: , . ID • .•:, "SIZE J..: •' :,' ..'.7E§:Aat ..-;;DATE po :,,,,,,, '1,' (DAYS).. a .. ASOMN: 't ,( .... ::.A.pAD..;: ..; TigripTit PSI :P...: FRACTURE , '.':, TYPE ASTM C39 c OTHER 1 C4? X l'a ) MODIFIED YES 1'. NO 2 CZ) 9 -30 )-P) 14 L i 1 e c SPECIFY: 4 5 6 COMPRESSIVE IiiiC.,... TESTED BY: /C-12.4-04A,..._ ti...,..- REVIE ' ' ,y______ FLEXURAL EQUIPMENT IDENTIFICATIO .. ANb CONFORMING NON CONFORMING _ i COPIES TO *, .. ,, 'MAILED: - ; , — ....... OWN Eii '1:' ENGINEEF. ARCHTECT CO tITRA lit■ % 6UILDIN‘ge SUPPI.IEFt, FIELD;CONTACT:1 I DATE aft irg Information ego.- To Build On Engineering • Consulting • Testing SEATTLE DIVISION EASTSIDE DMSION (206) 2112.04388 FAX (206) 282-0710 (425) 485.4244 FAX (425)41834411 CLIENT:.. 'ADORE AAAAA,- A A A•A, : NETENTP 1201, 1 E-D 4.-b Sc-Ms 'This report 13 provided for the information of the client only. The reproduction of this report by any method, and its transmittal to a third party, by any means, except in full, without the written permission of Professional Service Industries Inc., is prohibited." "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requir ents." Certified Report by Professional Service Industries T9.98.1 0/12: S C— B - ISN9 ITVL Li r. q ISRE. TT PORTLAND CS DiviSiON (503) 254-9410 FAX (503) 2524808 TACOlAk DIVISICN PORTLAND FORENSICS DIVISION (213) 5 FAX (253) 5894138 (503) 232.7852 FAX (503 232.78118 SPOKANE DIVISION (509) 535.3571 FAX (505) 535-1257 PENINSULA OMSION (380) 287.8821 FAX (360) 297.8878 FILEN(Zifsw D- t Lig I DATE PERMITNO'U'rzi DR " 4 FD 1 FOS NO. L ENGI gE . K 'AiRcHLTE ps„, coNTRAo PROJ.:.AP.PREPS'Z Z••• k-__Alzoi toc.. NoR-b-Nc" cl ro4z6. 4 - 4 - 3 S NAME Pfl. Lt ON 'z1 cot TOTAL HRS OFF 1 '0 S OT HOURS DATE f ,0 S MILES TEST STRENGTH REPORT ;,,........./:.::::,......: ,, ,..;;;,.:,.t: , ,,!., , ...1-, ,, ,..m..;,,,, , ......n,?:• ; A: , s , : izt::ItIFIELD DATA?%;::z7tzi.:. :, ,: •,.• . SUPPLIER: ' • PLANT•NO.:A 4. JOB MIX. MIX NO. I 3, t k -- MIX NUMBER , 1 .4-RO CEM. LBS. I (0 CONCRETE :.:i: t›:-.JIME....!..;::::', TRUCK #.7.' TICKETA...17„Fa.:?..';t:.,':.; % AIR SLUMP CONC. ° F AIR ° F F. AGG LBS. I GROUT' •;:!: ":. t ;SC) I Ck L E ao(0 f•k-r 3 , kt 1 8 6 i C. AG SAND LBS/9 ; IS LBS. i k k - 3 MORTAR; ',.• ,..-. .:. SHOTCRETE, DESIGN ;:n 4 -4 POO Pa@ q DAYS F. ASH LBS. FLEX SLUMR:SP.ECIFICATION• TOTAL.0 NDS PLACED (p 3 WTR PRISMS , AIR SPECIFICATION .':.,.?: CEMENT TYPEI Loa-1c. '=* ADMIXTURES GROUTED ....-. 1.4 . SE 0.z. 'D.P■c4•Vf*A.._ 3t Z. LuR4i) L44 -X-y-P-t..*i; UNGROUTED OTHER*... • :.,..: .. .. LOCATION ' ;,..• . „'•::-.:' `!...-;-• :::: WATER ADDED I ( NTto 9, SL(\', ot.a (....,_ • I Al-) c..-1 L t tz.A.C)E_ , R*._ i_R_<- t 1--) (.....iNC...V.._ 1-k. G. • RC) V • A ' (.. k VsJ pk_ c =A C.A.% C....NU...1 ekt-J a ALL ITEMS INSPECTED ARE: • CONFORMIN NON CONFORMING TO APPROVED PLANS __Lts,i _Cs:Its-K.1 ._..__ ALLSRAT'E.SZ, , NONCONFORMANCE NOTIFICATION TO: DATE: (".. -,, ----- V\O-..--Q-,-..._ REVIEWED: '.. INSPECTED. BY .... . . , . .,' , . - , , c'•:. .:. ..... ,. ,..,-,.: ri ,'... ' - 41—'11 TEST STRENGTH •: - - CAST DATE: • 8 - t f) 000 TESTED PER: ID .y :. : , ' SIZE • ' , . ' • 'DATE:: 5 ''..(DAYS) 7 ag vg ,1.4 4SO.:41;1: '. ,3j P4,10 1 ( :, LOAD LBS.j‘LNii /S //r/QO o / a c fCbC RENGTH; :::::;:•:!?i3(PS1) 53 - 2-0 4.-•e. 6- '(7 FRACTURE ....-4 TYPE ' :. 5 t, ,5 S ASTM C39 ... NO OTHER MODIFIED SPECIFY: YES I (0 Y■ (3 , 6.-3. cl- IS CI - I 5 3 C 4 5 6 COMPRESSIVE>e TESTED BY: lau.1.4-4-4-..-- (.1____--- REVIEWED:.: : FLEXURAL EQUIPMENT IDENTIFICATION AND sIN (A6I'APPLtAi3tr )A CONFORMING NON CONFORMING — COPIES TO .. . • • - MAILED: :,..,.; 1 OWNEk. ' ENGINEER ARCHTECT • • .. !...''' ' — BUILDING Daki,4:: SUPPLIER*P FIELI1CONTACT:I — — This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission of Professional Service Industries, Inc., is prohibited." 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements." HOURS IMILES NAME ON OFF ST OT illNiklfvEZ, S''s5C, C( SC, q I4 TOTAL HRS rlirffIr7 Information Ile.=/ To Build On Engineering • Consulting • Testing SEATTLE DIVISION 1208121/2.0088 FAX (208) 282 -0710 (425) 405-4244 FAX (425) 488.4811 DDRESS: I eat- Z.St• 9.5c .Tp1171On Romo.T4 k'LLL PONO g G.) P%- • Certified Report by Professional Service Industries TS-98.1 EASTSIDE DIVISION TACOMA OMSION (253)589.1904 FAX (253) 58114138 - Isq FACACI PORTLAND CS DIVISION L... 5155 SPOKANE DIVISION (503) 254.8418 FAX (503) 252.5509 (509)535.357i FAx (509) 535-1257 PORTLAND FORENSICS DIVISION PENINSULA DIVISION (503) 232.7852 FAX (503 232.7995 (360) 287.9821 FAx (360)297.81328 ct , DATE i8 •1-c PERMIT PI, , CONTRACTOR pRoJAbbfkOs..,: Den - oa s FOS NO. L (-A c...L) NAKov‘_ ARCHITECT :. c it1 Z Y'A_ & DATE INPLACE DENSITY TEST RESULTS TEST LOCATION WET DEN. DRY DEN. MOIST . COMP S SEC P /F R SL L, 04 ka SAC 6; Ilai i W. Evd 1`H.4- 13521 'Li .1 9L) 9S P 13 S 1A oh AU. S.4I._ 4 d!1 ; F. 61 )37G, 13/.3 9 : � I. 15.5 9'5 P HOURS MILE - AGE COST CODE ON OFF ST OT a (.0 PACIFIC TESTING LABORATORIES SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 • FAX (206) 282.0710 (425) 485-4244 • FAX (425) 485 -4611 MAILING ADDRESS PROJECT Gf.v.e / I S11:k rM %1iTy LOCATION ATTENTION: 3,M C rppn � W -rb k; � C,MAAV 10 1 Mil 1l E. m., % ,\ �. , y S. TavAlk, ult" °i 1(. A Divilon of � "host m c '" O �ef ec f7nle al C o n s t w e t lo n e.wI- • [wrrM«w.� • n.erN TACOMA DIVISION (253) 584.1804 • FAX (253) 589.2136 PURCH. ORD. NUMBER WORK DESCRIPTION: r I r547.. 1j1 �( L ((,�� r•� L c - + , ( 1*C4'i .. 1 �1e S G SLL /► L 40v4 Si�tf. • t �ki f+�r a P' uhA 4.4 „ 11M ah Ac4c k. GAUGE STANDARD: MS 442 DS 31'13 LAB METHOD: )(D1557 E D698 - Rice ASTM TEST METHOD (AS APPLICABLE) MODIFIED YES .73 NO EXPLAIN: EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) This report is provided for the information of the client ony. The reproduction of this report, by any method, and Its transmit- tal lo a third party, by any means, except in full, without the written permission of Pacific Testing Laboratories, is prohibited' "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be • strued to represent inspection, approval or acceptance of other associated work or a warranty of design or works of the • dication requirements.' Certified Report by I>/ Pacific Testing Laboratories FIELD CONTACT: DATE DATE PORTLAND CS DIVISION (503) 254.8418 • FAX (503) 252-5608 PORTLAND FORENSICS DIVISION (503) 232-7852 • FAX (503) 232.7886 REPORTED 'I" • 01,0 REVIEWED BY DATE CERTIFICATE •• 8a1 \ NUMBER ARCHITECT t`�SJt o � V.A." �aWle) ENGINEER FYJ v J NUMB ER A-1-70.:144 CONTRACTOR N0■4L '1 SAMPLE I.D. t'L RI») PROCTOR VALUE 137 v. ft,F @.7 '2 SAMPLE I.D. Contract Mln. aEPORT NUMBER DR 21243 PREVIOUS RPT. NO. PkkS SPOKANE DIVISION (509) 535.3571 • FAX (509) 535-1267 PENINSULA DIVISION (360) 297-8821 • FAX (360) 297-8828 PROCTOR VALUE TOTAL HOURS Chargeable Hours DATE T./$. u WORK CONFORMS YES( NO DR 03.2 INPLACE DENSITY TEST RESULTS TEST LOCATION N � (.JW 1 � WET DEN. DRY DEN. MOIST % OIST . CO MP % S PEC % P!F t o . Sizieb 00 ao . s ir e op E`«a) W • epo 'c-, 144 t 47- 1 6 1(0 IS P t %, „ ,■ ,1 , I ,1 • C . err, , 3. S 'i< P 14.61 HOURS MILE" AGE COST CODE ON OFF ST OT 1,C 0 o f " ".. SEP 4.G:d LABORATORIES EASTSIDE DIVISION TACOMA DIVISION SEATTLE DIVISION (206) 282.0666 • FAX (206) 282.0710 (425)4854244. FAX (425) 485.4611 (253) 589-1804 • FAX (253) 589.2138 A Division of tre sr Construction GowwNM•f • ..w••••rn. • Tooling M-rQo r l4kt Car ADD ESS* w I v ` of WI1 sn Tc."C,(cA 1 L , U✓/a- . 1S 1 PROJECT (& � AT . TENTION: J � t f.4 C _ cirV 63(R:rap '�" "'tb r/CY�L. �Jr / 9 ff 47 � " f � /� � . ORD. LOCATION 7TH � Q.,r"�i /IBE .DEPORT NUMBER DR 25371 PREVIOUS RPT. NO. ¶€ SI cos" PORTLAND CS DIVISION SPOKANE DIVISION (503) 254.8418 • FAX (503) 252.5608 (509) 535-3571 • FAX (509) 535.1267 PORTLAND FORENSICS DIVISION PENINSULA DIVISION (503) 232-7852 • FAX (503) 232-7886 (360) 297-8821 • FAX (360) 297.8828 B YPORTED ( yr REVIEWED REVIEWED r rs ' DATE BY DATE PERMIT h -4 /1 - 0 748 CERTIFICATE � Z - ARCHITECTVOW* Cowl aD (4 6 1 ENGINEER , 61 I CONTRACTOR 000 0(0 2S WORK DESCRIPTION: 1 \) Isrion ('Iv stra - CO £ H€ti --�k CMP4GTION Fba` N[Ie Sua(412,0e c* 1146 SwR 8u) ik61vrt+ SO* OF lite P-Aits..t0vJG O5(O O►J L / c01. k1 - tti x.1s Af-n P C s cQM Plc'rtaJ was ecceP t i6 . GAUGE STANDARD: MS DS LAB METHOD: kD1557 D698 _ Rice ASTM TEST METHOD (AS APPLICABLE) EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmit- tal to a third party, by any means, except In full, without the written permission of Pacific Testing Laboratories, Is prohibited' "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or . •ifityi• : specification requirements.' Certified Report by Pacific Testing Laborator FIELD CONTACT: DATE MODIFIED )(YES .=, NO EXPLAIN: DATE J1,:f k /9g' AMPLE I.D. y ( PkYw■ PROCTOR VALUE I4 pcf. ©b.1 s "2 SAMPLE I.D. PROCTOR VALUE Contract Min. I I TOTAL HOURS WORK CONFORMS YESA NO Chargeable He/<S HOURS MILE - AGE INPLACE DENSITY TEST RESULTS TEST LOCATION OT DEN. DEN. MOIST COMP SPEC P/F 4 Sc 4PO — ors - E W. C-,r.)b 121 12,f 2. qs f 60 r 5 E. . rat 120 Zr6 ci3 to U L,QMP 13 14 rze i, 2.1- cr ► __ q3 cm e P - 1- K i- 4 - 8 Cs k Wl 131- 3.4 too P 6-f *- C 12 120 3.7, t eiS ', P HOURS MILE - AGE COST CODE OFF ST OT Q 0 f �l / 60 r PUG 26 19g- PACIFIC TESTING LABORATORIES SEATTLE DIVISION EASTSIDE DIVISION (206) 282-0666 • FAX (206) 282-0710 (425) 485.4244 • FAX (425) 485.4611 (253) 589.1804 • FAX (253) 589.2136 Llemiy.01, c.carti ^AINES9V ` 1i 1, '- I t. 1 1.160,6L0AL. "',y ' 1 {.-W L L f W1d� -� Zed S — GAUGE STANDARD: MS 141 DS S — S 113 LAB METHOD: XD1557 LT D698 = Rice ASTM TEST METHOD (AS APPLICABLE) MODIFIED 7 YES EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) N 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmit- tal to a third party, by any means, except in lull, without the written permission of Pacific Testing Laboratories, is prohibited' 'This certilicahon attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design . • . big' the specification requirements.' Certified Report by Pacific Testing Laborat FIELD CONTACT: DATE REPORT NUMBER DR 25344 A Division of psi G . Cont Canouni g • rnpnewing • 7101.71 TACOMA DIVISION NO EXPLAIN: DATE /�i�d' f PORTLAND CS DIVISION SPOKANE DIVISION (503) 254-8418 • FAX (503) 252.5608 (509) 535.3571 • FAX (509) 535.1267 PORTLAND FORENSICS DIVISION PREVIOUS RPT. NO. lJ1^ (503) 232-7852 • FAX (503) 232-7886 (360) 297.8821 • FAX (360) 297-8828 REPORTED I DATE l `' id/ REVIEWED q8 DATE PERMIT D9 NUMBER ATE �/ NUMBER �p 00/" ATTENTION: ARCHITECT J0 t C4 Cj PROJECT e y I LIC.1 o SOUS U ' - / ENGINEER 6 p.s c(1UL -r(L LOCATION NUMBER RD. UWIrJ CONTRACTOR Cc*JST• WORK DESCRIPTION: S/ I'J... I J 1S(T -« s-ce LI caii,S•to mac. ()Ace I T c — NAoe . Ti = M otMe4 ors. D9-`1 ICoMP/at5(l ot VAS (i..I4OER Wie ()CT-AD Met.J D - r - r wt4'f€9. ActOrrn AIJD Tc�l LAA 6944._, PeoMPhcifel) • 9&01-04&-)046 c Ptekic k1G �T.J I ij i uMc Q. 6V P/Z65SS U—) NICK C - Spurt* DIfe.A j bJ EASI - VAT Dtc>r'ta /t+ - ( (- - run4J 'o - rte f ►vial TO -%T Co L.4 P '1 SAMPLE I.D. PROCTOR VALUE '2 SAMPLE I.D. Contract MIn. ( I TOTAL HOURS Chargeable Hours PENINSULA DIVISION II Pli"'`AOCTOR VALUE 134 RF I WORK CONFORMS TES ( NO .FIELD REPORT S _ct_S (4).4."P‘..._ t -k3P 1 wAVot tat . es .vs t Czo cz STCkuc... rus.'AL c--, c.,.�.(.7 t L" Tt_STs - vvko kSTL) cZ., V L IAN \ 4 2-V � C- O- ■ - L', St S C5 t t, p rt't.C\ -`t-O Fc, R "r.. L ". EQUIPMENT. IDENTIFICATION ANDS /N'(AS'APPLIC :: COPIES TO . .IMAILED: �'': INSPECTOR: :." „; t'• "L,>: C O N T R AC TOR ; " ` BUjLDINGDEPT.,, SUPPLIER ; *-..q .' , . t.. ::' )*6 3NFLOAN ANRE4OF�RI OWNER FIELD CONTACT ::I DATE ALL ITEMS;INSPECTEDARE:: • k "" GONFORMING� " " `�.. ._ ` ''' 'N ON CON TO APPROVED"PLANS. — ENGINEER ARCHTECT ,. ;- ; "This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission of Professional Service Industries, Inc., is prohibited." "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requ HOURS MILES NAME :4 r ON 0 OFF L • ST s•l OT TOTAL HRS. ( r ig" .To Information ,' � To Build On /`r Engineering • Consulting • Testing SEATTLE DIVISION (2061282.0666 FAX (208) 2824710 CLIENT;;': ADDRESS ATTENTION ‘,<.o P.O:NO' P ROJECT. EASTSIDE DIVISION TACOIU DMSIDN „ "' (425)4851244 FAX (425) 48.1811 — �'(n7 801 F11�(�SS) 58Q 136• I PI N OIY.;rd 8 l l JO fstAt PE RIU�IT fVO: )? ._,.; tr ti. Ei c Tt) '_\"V . Certified Report by Professional Service Industries FR-98-1 AUG 2° ►5. RED PORTLAND FORENSICS DMSIDN (503) 232.7852 FAX (503 232.7886 PORTLAND CS DIVISION (503) 2548418 FAX (503) 252.5608 Fl 4476 SPOKANE DIVISION (509) 535.3571 FAX (509) 535.1297 PENINSULA DMSIDN (380) 297.8821 FAX (360) 297.8829 i ra. o t'4 ca DATE- IS - 10--E Og - 1-Oa R FOSNOr';" /+ ..,, •" - Tu Kk......)\ ..fiz► E NGINE ER �: ” CI o ARCHITE C"t (�4 C VJo�DtC,. P ADDRESS E S 1 1�t \\ �, tA14%k . ._s , DATE ff //7/9 - HOURS MILE- AGE COST CODE INPLACE DENSITY TEST RESULTS TEST LOCATION OT WET N. DEN. MOIST • COMP SPEC P!F 4 V.1, 64.1c> cI- 6 PAD IAr'L ( 4-42 l ilS a s P 1 - E G00 of Pj c RA-, 1-b4 so ( 9. 7 2 Ca. , c* Q. Mp I So 40 /ft; l loo &K HOURS MILE- AGE COST CODE ON OFF ST OT 4 ss �at'L ^ ^..::'�::1ii.— �:L'.:. __.aar..�r aa...,.._..a.�.. _.. _.......... �.....__ -... a.. _.._.` ........ _.._... .. ..■■•••■ MAILING ADDRESS A Division of ( Gootochnical 1 Construction 0 • 1"4".•M • T..".M PACIFIC TESTING LABORATORIES --- _ PACIFIC TES' ;'.:. _. ;.,1.. SEATTLE DIVISION EASTSIDE DIVISI 161094 (425) 485-4244 • FAX (425) 485.4611 (253) 589.1804 • FAX (253) 589.2136 (206) 282-0666 • FAX (206) 282-0710 Me V° 14i-J6 Ca.4.311 1 lq 11 e, Jac. s. ATTENTION: J AA C 1...SGk PROJECT 1 )U(1 fD SCLII> 'tic■ tu G V� C- ENGINEER /I , ,/ LOCATION /19 ## F 41/414I/ �✓I . 4' N UMBER RD CONTRACTOR ry t' C1 CNsI WORK DESCRIPTION: ( v I SI1 U 146 S1 vl'13+ -((- COIPicrtOIJ 600)e. c61- akito 9L4,MP , J 0�1 "A( o ./r -rcow s ,Jo - r rr R soots i cok,P -- TroJ tAJ6S GAUGE STANDARD: MS � L DS ZSOB LAB METHOD: D1557 C� D698 E. Rice ASTM TEST METHOD (AS APPLICABLE) MODIFIED YES a NO EXPLAIN: EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) I ctO This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmit- tal to a third party, by any means, except in lull, without the written permission of Pacific Testing Laboratories, is prohibited' This cendication attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not •a con ed to represent inspection, approval or acceptance of other associated work or a warranty of design or w• • •i rty _ ' specification requirements' Certified Report by Pacific Testing Laborator - s AilleL,idg/.,/i/ DATE FIELD CONTACT: DATE PORTLAND CS DIVISION (503) 254-8418 • FAX (503) 252.5608 PORTLAND FORENSICS DIVISION (503) 232.7852 • FAX (503) 232-7886 REPORTED BY REVIEWED BY t� �t NUMBER % 6i�Du ARCHITECT ��r! 'i SAMPLE I.D. '2 SAMPLE I.D. ' - REPORTNUMBER DR 25338 lR PREVIOUS RPT. NO. K » - 40 3 t -7 + SPOKANE DIVISION (509) 535.3571 • FAX (509) 535.1267 PENINSULA DIVISION (360) 297-8821 • FAX (360) 297.8828 DATE S PROCTOR VALUE (eK coo / PROCTOR VALUE Contract Min. L I TOTAL HOURS WORK CONFORMS YES NO Chargeable Hours 6 DATE CERTIFICATE 7,11,-120144 NUMBER TEST STRENGTH REPORT SUPPLIER :, L s - r - P. P. PLANT- '::l £ IJOSMI :. . - . MIX NO. mix NUMBER'. '39 •/:) CEM. LBS. Cc-IS:Sic_ CONCRETE-c,i TIME TRUCK'S TICKET:tiViii,Ziiiiz'sf.g %.AIR SLUMP, CONC AIR ,t F - F. AGG LBS. GROUT: - 1 : 3 0 I F) __S___,I__9 1 0 S. ES S Ai ca - 2, co 7 C. AG SAND LBS. - LBS. 3k MORTARA SHOTCRETE DESIGN STRENGT.K.4:+; Li 000 PSf(4): Q b DAYS F. ASH LBS. FLEX:BEAMS SLUMP:SPECIFICATION.:, •OTALCU/YDSPLACED., WTR PRISMS. : -. : , AIR SPECIFICATIONT: CEMENTi.TYP.E - ADMIXTURES GROUTED':'.. UNGROUTED: OTHER WATER ADDED [TS C :: ', .. , .1 c.....) t....L...5 C..oLL. vvs t..%. ' R - t %.-1 A C—V— a ■...1 EggPAEORMANCE9FIWOM ALL ITEMS INSPECTED ARE: CONFORMING ' NON CONFORMING ; TO APPROVED PLANS __OA--; t i•-) Cc re% eim....I A kJ c_E_ L cr Li Nf_eia zz 0 aAi.- 3 i IN ( e c..- ALE.- Ck kevkc?...c_ki. A...1 t c_41.-1-1 ‘4i GL'a.0.. ( Nik •_% vv‘i) , t V.-1...Np. - - % - €.. - r . , NONCONFORMANCE NOTIFICATION TO: DATE: INSPECTED BY e- Rp-L* Mc RE/IEWEb::::;f'' S ,,, . . ::!, iv .:• TEST STRENGTHV. , ..r.-.-' ,, - ,-, ..• CAST DATE: ',-- -10 Li 000 TESTED PER: ID ..-: SIZE .: ,:: .; . ,,. :. TEP:Ai.k. - ; DATE:Z.ii 9 'f(DAYS):: We■F. 'f'(SQ'AN) :t.4A2A (LBS) t 'i'.;STRENGTH niT ', FW:1-IRE : .:.:',.-:, TYPE 2 ' , - , . ASTM C39 . . . OTHER tA. 4 X sa E-(.D 1 " as 14 / 2- •— ) 5 '7 -r) 7 oo a 1 / /00 0 sys Lelo _S 5 0--,0 IPMDIFIED SPECIFY: j YES I NO 2 e) 3 Q. 1 g .." ---/ ;13) 5 6 COMPRESSIVEh FLEXURAL TESTED BY: ie44_44,....1,......-V 14,....-- REVIEWED:::: ,Yy EQUIPMENT'IDENTIFIcATIOWAND'A,ZA: CONFORMING NON CONFORMING k COPIES TO . . '..:*.i.:' MAILED:..;. . — oWNQR, ''':' ENGINEER ARCHTECT ' ...'"._--, V l f ,tt i f 4 ,1,%., tdoliTICTOR:li,* BUILDING OE SUPpLIERli:a — FIELD',CONTACT:l . DATE: 7 irrEMI7 Information Lir To Build On Engineering • Consulting • Testing SEATTLE ONISION (200)282-0000 FAX (206) 282.0710 CU ENT: ADDRE 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the wntten permission of Professional SONIC() Industries, Inc., is prohibited." "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements." Certified Report by Professional Service Industries TS•98.1 T. 4183 PORTLAND CS DIVISION (603)2544410 FAX (503)252-5608 c.o - CY \T az, STATCLA._ t LI cleto4 -L598 ATTENTp t&ck A k<I. LK-1/4i 7 - 3/ . _ EASTSIDE DPASION • —Tts.COIPA DIVISKEN PORTLAND FORENSICS DIVISION (425)485-4244 FAX (425)485-4611 L' (2531 - 5 . 113.1804 " FAX1263)41316 , (503) 232-7852 FAX (503 2324866 SPOKANE DIVISION (509)535-3571 FAX (509) 535-1287 PENINSULA DIVISION (360) 297.0821 FAX (360) 297.8829 41 ta % Lk 1DATE Tj c kn — Slact F1 OS NO. ■°,RP111T <— A ■1 OS EWA COAL) 1.1c—C—•/ r No9.11■c_ lkszkk■ i•A DATE TOTAL FIRS "- • . — . • • ' • ' TEST STRENGTH REPORT a: ; ;= . . .., , ':s�.�; �:?�:..:.�",� � ,�:ti�'�5s «�' .. =trf�; .�:. ?/ _ n . . . . ";_ , 1 . vt T•. t,S' •• "N ;v t r ',: sex" .r.; P AS. v ` .. t ,,,...:;�,.�a- .��'�.<:�.,,;: SUPPLIER'? -; MIX NUMBER; Lpt�t"bTA4L 3y'3 O 1PlANT'NO;;41.1 (_39 IJOB'MIX; = ". -'. MIX NO. 1 O____ Gif CEM. LBS. CO NCRETE;; ;; TIME:: TRUCKL TICKETi# A : ;,� ..1 %.AIR: SLUMP CONC:: °.F; AIR ;° F _ F. AGG LBS. GROUT= - . -, 11'r1 -- o &s aaog3l .5 la 5' /'1 '7q (DF3 C. AG SAND LBS314! (%1S_ LBS. ! L.1 — .Z MORTAR..'; ::. SHOTCRETE DESIGN.STRENGTIi, , 1.4. 000 PSI..@ a. DAYS - F. ASH LBS. FLEX`.BEAMS PRISMS. :,::::; SL'UMP.SPECIFICATION.,, 4- 1 TOTAL CU/YDS'PLACEO ":? 9 ecT1 WTR o? AIR..SPECIFICATION-4. S± 1 – V CEMENT;TYPEI (nus C .Z. ADMIXTURES GROUTED. ::;:• � � � Icc it�•RAYP1 R -- UNGROU.TED. OTHER. ,...: :,;r77:7 , . '.'PLACEMENTLOCATION ":; ='M . r ( .:. -y ;_- WATER ADDED I STR.t..) CTv 2t_ " ooT1w-Il,.S F iZ W p.j./..-% N % . grc..ST'$..L, 1 V P`A.Occ�, A�.3 p."*-.)v:t• p k Lj t*.) 1/4=t% . v, Wv2c_1.4 -044 t (,(xi_ MCONFORMANCE,OFa1NORK ALL ITEMS INSPECTED CONFORMING c Jo NON CONFORMING r TO APPROVED PLANS ARE: w Ann f�∎A k..10",i CC- W N A1 STN to I_ pt.,.ALEt, a o F,4) Cjc�lp�,3 % CN■Tr4._ PA.) � 1-- )�CZ9._' __ y� Z,rji0- Z • NONCONFORMANCE NOTIFICATION TO: DATE: INSPECTED BY REVIEWED::'i/ :.:' . >.,. ,. ,...,‘.:,,.i .- ,i,./:.; i. X..^y rrTEST:STRENGT h;.. =< «,� , ., ..,, , CAST DATE: I 1- 15 OOO TESTED PER: . ID , SIZE ; : TE S T ' .;'DATE:. <:$ ,, ':( r. 1RE ,r f(SQ I [ ,� .,f�(L ia�; r *,t, . (P FRACTURE ...•.TYPE . ` ASTM C39 OTHER CD �=oZ – 8 , ( a, `I if ;J) I ; (D Da L1610 5 MODIFIED YES I NO g$ ___(4. / S el�.,'' l r r � S �/S �-• SPECIFY: 3 C , 4 b ` 5 6 COMPRESSIVE yl TESTED BY: , \J 4..,L..-- REVIEWED:' )1 FLEXURAL EQUIPMENT IDENTIFICATION` AND:S%N'(AS;A CAB %PM CONFORMING NON CONFORMING COPIES TO MAILED:, : ;c OWNER :1 ENGINEER ARCHTECT CONTRA t a 000114R EP[ SUPPLER• i p FIEL'DiCONTACT:1 DATE. _ — "This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission of Professional Service Industries, Inc., Is prohibited." "This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements." HOURS MILES NAME ON OFF ST OT Cl A 14...L.41,6- L . . l3O', o o TOTAL HRS - I - i Information , . , a To Build On AUG Engineering • Consulting • Testing L ; F1uu 2 61996 SEATTLE DIVISION EASTSIDE DIVISION (208) 282.0888 FAX (208) 282.0710 CLI EN ADDRE Certified Report by Professional Service Industries TS•98.1 TACOMA DMSION (125) 485.124{ FAX (125)1864811 (253) 589-1004 FAX ``257) 589-2!38 rr =1r TESTING LARORATORIFS (503) 2648118 FAX (503) 252.5808 PORTLAND FORENSICS DIVISION PENINSULA DIVISION ( 232.7852 FAX (503 232.7888 PER A LIT ENGINEE i.:T.« Rte,... ..,•b... rL... ARCHITECT ;; CONTR�ICTOR. ;' PRO E1 DDRES TS 4170 PORTLAND CS DIVISION SPOKANE DIVISION 1 (509) 535.3571 FAX (509) 535-t267 (360) 297.8821 FAX (360) 297.0028 SO ((L�i DATE 1-7- S 4 8 97- O3 FOS NO. I - L LA." .. _ Jos 2 -9 N o Lt \ C.= Kt -do 11 ct IM�2_k N w DATE 1L4 r (fey! -FIELD REPORT • 0-1, s, •• o r - I 6 c -Cc, / /at ✓• :t 1 ..-1-2) `( i / I i JI-t • ... t1C, 4 ,. y+ . , .1 I\ t,/: r 4dUw+. e, / \ E 4 r,. ,..., ,,..,/.., !C -1t, ")fuV•.! p el,,.., fit-c• .,L'L.•'+ -1vl 1 t- e< ( fi��7r r,. Wr .lS r. a ye- vC YAP 0. V a< 1 5. 1� ( 5.P: 1 Tl l S-t. C' / 1 f -f cV'44; ,1ir) ;,.,• ri ,. .fr.s,. r, y7 lie 6.0u 01.1 ) g. c.. ',4 vet l' 4., -., LI iC. 1.. _ i;v-.•, 4/, )71 r ,! Y)F', 1 ', - "' s: // G.y7, /7e�C j5.,.-.. r A,: J /Nff 1 LaU rr's.'. 71 • '�li if C.,r,,./. t I\ , ! t; tom. r su +✓•• -• t e5ver 1.0 d r.� >Pc 71 —1 # /6 J , �, e / !� i' c / . . �;•,,. 5. r u (! a G�7.pt t: — .,,. , f %t ,/ : ✓ b or . /l•/ 7 4 /_72 I - /o %I Ore' in r;Ivy V,., I / 4." e /•'7 -�, . " 1 ';,. , /..✓ cl0 , 2 1 7) +I ( 7, r-V 10 ✓ `^^ p Y / /c f •% 4 1 /,,:- -7 . 6 / 1 `i;/ ft'? 41 — 1' e I U N f Lr <. /r /le L' /c) .:. / /- f5. J. Loam 1u h¢ We/tic 7./71' I ..✓., f /u wt'� 1tr L: / r r" i G (:I- L I r. '1 t e ' >.%"'• r. ( r7 o.5./ i &> A • y/ - /u 1,(1.4 t el a / 1.-J //e r1,< <r ► ", Le" 40 lt C ,i7„>` 9. /. , -: /', 7 / /, ,Ic i ,,r (�1 , 1f rl''(r; -., /rr V ;re Cy t . (f L /y r�t) L p/ 1 : f .• l .r. 'l .r►-, 7'9 • c, r t...ie / c /. /er r / elf' v r r e h ci , r / , •i) .,rt 7/e` ;_ 4tl ; •6Q ;0 (CYI,' ,$4-., —,CCU (er,41 t G C :;) r 4,1 c:;, • t per te✓rr - u e� r , r , rri 7 : t o P ;II ( 1 1 .; G. (s u r, • . fp501•1 , EQUIPMENT;' IDENTIFICATION ''AND.SM'(`ASiiii.UdA$LE)i • COP;IEST4,; ;:: :wN�� +��: :� - .• ., k �, , ., tl „ s " ,,^ t art ,. ".i. )Y`�;;;,; � INSPE !PATE S l.g'Yv( ..11 + ',.... +: . .L �, R I: , EN GII ARCtiTEPT +,�t�r: w",�"�^'>rt'�5s'K',i.3$FJ�,, ''''" • �'M' , • ` • iq �'.. 6 J. r . * '- �Q , .:( 7 .1", rl t r ��: ...l... S.A. �.. IT M ALCES?INSPECTEDAR «RMING . r . ''# 7 > t CONFO ' 2, TO`APP,RQ,VED,..P. .r ,5....h,...' E::';i : is .c;.. . , - '5.4 F+5. s�.Eu. • FIELD:;CONTACT;J to) G S P L ER �' -' .:,�, �?'x ,�t:.'. 'This report Is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a th party, by any means, except in full, without the written permission of Professional Service Industries, Inc., is prohibited." This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or accoplance of other associated work or a warranty of design or workability of the specification requirements.” HOURS MILES NAME ON OFF ST OT TOTAL HRS. rIMI:27 Information N ®To Build On Engineering • Consulting • Testing SEATTLE DMSION (206) 282.0688 FAX (200) 292 -0710 Certified Report by Professional Service Industries FR -98.1 EASTSIDE DMSION (425)4851241 FAX (425) 485.4611 4DDRE$S?x' r q I( t• . (4)... TACOMA DIVISION (253) 585.1604 FAX (253)585.2138 =FR 1234 PORTLAND CS DIVISION (503) 25441418 FAX (503) 252.5009 PORTLAND FORENSICS DMSION (503) 232.7852 FAX (503 2324806 DATE SPOKANE DMSION (509) 535.3571 FAX (509) 535.1207 PENINSULA DMSION (360) 2974821 FAX (300) 297-8828 cc 4,Tgrim FEB 08 '99 10:90 i jars ENGIN s=o LT .0 6/219 9 M7000 C2-75 Pt C.D. CONSTRUCTION TUKV ,:. ASHINGTQN 2068244954 4 ,. .wnw. mrr.:�+.ucutaicN:,his� We PLATES 1A325BOI.TS . r «'. . • • • FROM NORDIC CONSTRUCTION. 2068244954 1%? '6 '6 L0 11\1G pAylS\0'.'• • Ire BASE A NGiQR Bat T 13Y OTHERS 9) DESIGN DATA LIVE LOAD 0 25 psf. COLUMN =ASE DETAIL FOUNDATTON CPT =HERS) GENERAL NOTES= U THIS BUILDING FRAME WAS BEEN DESIGNED IN ACCORDANCE VITH THE 1994 UNIFORM . BUILDING CID£. 2) STRUCTURAL STEELS-APES AND PLATES SHALL BE ASTM -A36 CFy 3 36 ksl). ALL. STRUCTURAL GD.UMN AND BEAM STEEL. TO BE ASM -A572 CFy = 50 ksD AND ALL LIGHT GAGE CHANNEL MEMBERS ARE TO BE Cry . = 57 ksD. 3) ALL BOLTS Ta BE GRADE A325 AND SMALL BE TICHTEmED Dr ACL'URDANC£ VITH THE 'SPECIFICATION FOR STRUCTURAL. JQIIVTS s USING ASTM A325 DR A490 BOLTS' 'TURN 'IMF NUT TIGN4TEND4G• QR ECUAL. s 4) ALL WELDS TII BE IN ACCI3RDAN AVS DLI -92. Fm1NDAT1ZN AND EMBEDDED ITEMS CBY UTT. • MOST BE LEVI_. E SQUARE. AND ACCURATE TQ4 v o w • ASSURE PROPER STEEL FRAME ASS'E?43 y. li 6) V ND AND BOTTOM CSCRD BRACG ARE PART i DN ` CF THE STRUCTURAL TrSTEM AND KIST NIT BE REMOVED CiR ALTERED IN ANY WAY. 7) THE ERECTDR SHALL BE REWCINSI3LE. FDR BUDDING IN CONFORMANCE TO THESE DRAVIIVGS. DETAILS, AND ASSEMBLY Gum. 8) FRAME ! 'FRAMES DESIGNED FOR BAY SPACING AS NOTED EED Dr DETAILS Aaavz. VIND SPEED/E)cP. 0 90 moir DEAD LOAD = 4 psf. + S'ta & P. 2 O: 0 z• 0 • • )O25917, :4z .. P N O 1.298 PAGE.02 - - • •- - -- - --IP- - --- -- • -- - -- -- Jab No. 96091 -200 Pass No, 1 Reopen Re. 2 " Doe August 7, 1998 *Ned Name Educted Solids Handling Facility Loealion or Address I Seattle, Washington Pam* No, My d Nts Week Friday p�ialTrM Temp (F) Sunny 70 Gam Metro Transit Clint Waterleaf Architecture and Interiors Giant Rep. Darrell Turner HWA P OGI Engineer Daniel J. Campbell Contractor Gentlaolor Rap. HWA Pled Rep. David Sowers Post -It' Fax Note 7671 paw $I 7 Ipap°Iesi ( To1/4)I1M CAgL eDoNi F101 DAVIY) S3xtit3'GS c rAW.0 2cniS rr , Co. 4 - 1tAiA 'nonce P"ore24, , '774 • 0/0(c FaxM Ito , (C8LJ. za94. Fax AUG -07 -98 13256 FROM=HWA GEOSCIENCES INC. ULial Lynnwood, WA 88036 Tel. 208- 774-0106 WE NOTED THE FOLLOWING: (Contractor Activities, HWA Activities, Outstanding Issues, Resolutions) 7 :45 a.m. Arrived on site to observe excavation of perimeter drain around Educted Solids Handling Facility building. Excavation extended to within approximately 1 foot above the bottom of the adjacent footings. Soils encountered consisted of dense sand and gravel fill. The purpose of our observations today was to verify the conclusions (and observations) described in our August 3 fold report. Based on the conditions observed today, the footings appear to be founded in and on dense, competent soil, in general accordance with the project plans and specifications. Left the site at 8:00 a.m. Post - it' Fax Note 7671 7o DPW P\jh C + c4 Phone I Fa: * 3 1 3145 FIELD REPORT 19730-64th Avenue West IDs 4257742714 PAGE Signed: Reviewed: 1/1 Pr e t: tjJuc.. d ` �a ( % - � ac4 Type of In ec ion: a t 11 d5n iWO Date c Il 'r/ u c!/ Spec al instructions: 7 w Date wanted: i °''' f / (99 a.m. p.m. , R QQ 60 Y`�' Poe: 1.0 8 ,,,i g ` f U INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,. #100, Tukwila, WA 981 INSPECTION RECC( �1 Retain a copy with permit proved per applicable codes. El Corrections (206)431 -3670 CO Inspec 14,IL • d prior to approval.,.. ❑ $47.0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: J G�� ,) so r _ T� Type of inspectir- , ii a t Add e I I Tate called: I/ Special instructions: C ;to-7_7073 ��� °� IpQ 936,, Date wanted: p. Request '' f ' Cr CM &r(LS J Phonjo.: cp ` ac? 41_ y a n 0 INSPECTION NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southce #100, Tukwila, WA 9818 COMMENTS: 2 INSPECTION REC"RD Retain a copy with 114° - ` s /eft 4 r °'3i"• u 'h �l- ay PERMIT NO. (206) 431 -3670 Approved per applicable codes. I Corrections required prior to approval. Inspector: (� �(�' / h1 Date:/1-7 $42.00 REINSPECTIOIW FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: P �^� / /t -G.er0 Gr C �< D(' R 4 Type of inspection::/' - �RfiJ1.2"1 a. ,Q CZ-1/ Address: JlD 2.. /464 f!r Date ca lled: Date wanted: U 7 -:2 -57 � La �� �a p.m. pecial instructions: / �' 1 / �-�'( Cpl 2."f��U ''] Requester C r Oh1 t INSP TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 !�w Approved per applicable codes. Corrections required prior to approval. COMMENTS: Cod Gam' , ,, )?-/ 4. a 4 / . /! c601.-7 grj . #hi a .01 Lti r ey/A -CA Uh /L• '7 ,'cam '34 rd -e i-e- S1 .- INSPECTION REC 7ID Retain a copy with. ..rmit • /297-ozqr PERMIT NO. (206) 431 -3670 Date S42.00 REINSPECTIt7N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: COMMENTS: JJ � L ' a.' iol� - , i _ Date called: ' iv / , ,, / • 0 t ' O .�� .1 �. --� > <9 l''' p ' /.cam % 4 4 , YA ''.. , . j Req �, J erry Sit , -H Phone No.: ^^ ' ^ h v et 4.1 ea oAp ___<./1"7 � it'fit© , ,, /`ed. , ,74.. / l /p•D 44-a .4--.1 4 ,/:-. e2� � /. / L IP 12-Z,_____egOill vgUCQTv,t iett ILnet'k TYP o insQe�,tio�: l � .-0k Address: `, t; `• .. 11911 \. ! Date called: ' iv Special instructions: ()IA S P d e aGe /0-1,0: 0 Date wanted: Q i 1 /6/-/ 0 a.m. p.m. Req �, J erry Sit , -H Phone No.: ^^ ' ^ :... ...... P ojec me f ry la ucec f � c� / m . c j / /ttu Type �f iq�spec • lk.P t.�' - ��07�� Address: a , l In E glare /J1 Date called N� fjJ � Special instructions: J ✓ Date wanted��� . qr. C p•m• Request r: , , aOnerO ,sib 2aa-s INSPECTION RE ' D Retain a copy with rmit INSPECTI'N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,. Tukwila, WA 98188 Approved per applicable codes. COMMENTS: PERMIT NO. (206) 431 -3670 Corrections' required prior to approval. Inspector: All L _ /.-1 ■ird. err F $42.11 - INSPECTION S EE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No,: Date: Date: Project Name 1 1ekz0 S-)U Address \ \ %\ Fmk 1(\ GCgt Y•c ( Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: )/ Hood & Duct: Halon: Monitor: ■ril( Pre -Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Rev. 2/19/98 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. Suite # 51c) 2( c1 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 1 ACTIVITY NUMBER D DATE PROJEg ME Dtkdert c adt&S 14andatag 4 I; D ' ARTMENT: P,wC Tav€, inJ B 1. 1 G DIVISION IV FIRE PREVENTION LJ 43 G DIVISION 0 ! UBLIC STR C TURAL t7 TOR • DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NY NOT COMPLETE L] COMMENTS TUES /TUT RS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED W/ CONDITIONS ❑ . NOT APPROVED (attach comments) Q REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITWL C:ROUTE -F R vvi (-60Ydivad PLAN REVIEW /ROUTING SLIP DATE DATE DATE 7 DUE DATE 7 NOT APPLICABLE d DUE DATE �1 DUE DATE APPROVED APPROVED W/ CONDITIONS ID NOT APPROVED (attach comments) 0 (Cenificadon of occupancy required. ) �.e....�,»:... ,w :. r: �.,: �:.^, r; �iti; F:. �lf: �: i, �• ".cu;s;�?w4:C4�X�:.. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D9 r2 - PROJECT NAME EA t kefted IcQS ) 1 rig DEPARTMENT: BUILDING DIVISION S FIRE PREVENTION �---J PUBLIC WORKS STRUCTURAL C t DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF EJ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS REVIEWERS INITIAL NOT COMPLETE ,48 CORRECTION DETERMINATION: REVIEWERS INITIAL :,�kNi.: ev.:� :r_tt,::s•u•::rr•.�t„ rev., k; rre;na�irm:+.x��n�uxxa.�wzm,: inn, ��m.,. n.�,ao,�,..,.�nm.�x�a+,v:ve»E: vr+rL��•:+,u;.,,n�am E DATE 7.24 ---9 DATE DATE DATE 4 PLANNING DIVISION .PERMIT COORDINATOR 0 DUE DATE NOT APPLICABLE ❑ NO FURTHER REVIEW REQUIRED E DUE DATE 2'j NOT APPROVED (attach comments) DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) Q (Certification of occupancy required. ) �? 5:�..t;�;a�a�;;i"r' ^.a".�eM,.i; ;e:::z�•a'��c,.,� ... iz°�,'6x`��'c`i�� ACTIVITY NUMBER D9 DATE \ PROJECT NAME F -At .t adtdks DEPARTMENT: BUILDING DIVISION FIRE PREVENTION STRUCTURAL fl PUBLIC WORKS 1 1 DETERMINATION OF COMPLETENESS: (T,Th) COMMENTS PLAN REVIEW / ROUTING SLIP NOT COMPLETE TUES /THURS ROUTING: PLEASE ROU ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS REVIEWERS INITIAL N l c_K O'1 v 06 DATE APPROVED I I APPROVED W/ CONDITIONS NO FURTHER REVIEW REQUIRED E DATE -) l Z \o PLANNING DIVISION 0 .PERMIT COORDINATOR 0 DUE DATE NOT APPLICABLE 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED W/ CONDITIONS NOT APPROVED (attach comments) l.—J :1:Y.76Y.7+.'MC.bYft;:n} }!filSrb!:tR1Mm rsae.- n.�n�aw...,i....�...r.:. • DUE DATE CORRECTION DETERMINATION: DUE DATE REVIEWERS INITIAL DATE NOT APPROVED (attach comments) Q (Certifica oo of occupancy required. ) °ti ".w':':OM.Mo rs4. . xV,;1ik "aQM :lk'. BUILDING DIVISION PUBLIC WORKS COMPLETE p COMMENTS • DETERMINATION OF COMPLETENESS: (T,Th) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D9 - DATE PROJECT NAME FA, Ld. lC�.S )4Clid I'I (1( -- 1 - C(01 ( t DEPARTMENT: I5ratli?Y.!ti3t V YErN/'1� ..'.:. 4�} T�'^' ty4LLCtf .�gM.aY�•M�'a•.R- l�w'wWwa'r+�� FIRE PREVENTION PLANNING DIVISION le Iii, STRUCTURAL .PERMIT COORDINATOR p 1 1 DUE DATE ).) NOT COMPLETE p NOT APPLICABLE TUES /TBURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Siena.) REVIEWERS INITIAL f APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F N DATE 9�c41�a DATE DATE DUE DATE Q / Q 7 APPROVED n APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) 1 i DUE DATE APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) p (Certification of occupancy required. ) r ACTIVITY NUMBER D DATE PROJECT NAME Ed tkC ( Ek&S 14ainc). DEPARTMENT: BUILDING DIVISION t_1 FIRE PREVENTION L PLANNING DIVISION El PUBLIC WORKS • STRUCTURAL - .PERMIT COORDINATOR 0 i DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n COMMENTS ‘"';',7Z .:t; i'. +'c0?..L:.:i1!. *,n,:cY:':?wstiN.k :nst.r!th +rc,^t PLAN REVIEW / ROUTING SLIP TUES /TfURS ROUTING: PLEASE ROUTE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) Nv MERt nr te'PT P g A4- i s R , ,t') APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) C --ei J' C� � (f 1 REVIEWERS INITIAL �-� DATE 10/ o Q <�r ,m� c�e>11 / f 7 10 F CORRECTION DETERMINATION: APPROVED APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F b V, NOT COMPLETE Ei NOT APPLICABLE DATE I2 1 l n DATE DUE DATE 411!'+YrRlrl'! NO FURTHER REVIEW REQUIRED DUE DATE °1 Q 7 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. • Air Dear Darrell: May 16, 1996 HWA Project No. 96091 WaterLeaf Architecture and Interiors 1218 Third Avenue, Suite 1412 Seattle, Washington 98101 Attention: Mr. Darrell Turner, AIA oi 'o 4' Win FILE HONGWEST COPY & ASSOCIATES, INC. Subject: SUPPLEMENTAL GEOTECHNICAL STUDY Educted Solids Handling Facility King County Department of Transportation -South Base Annex Seattle, Washington IIg1I nsI Olcir inctI Wy Reference: Report on Geotechnical Investigation, Proposed Metro Transit South Operating Base Annex, King County, Washington, prepared by Converse Consultants, Inc., dated April 27, 1984. In accordance with your request, Hong West & Associates, Inc. (HWA) completed a supplemental geotechnical study for the proposed Educted Solids Handling Facility to be constructed at the King County Department of Transportation South Base Annex in Seattle, Washington. The location of the site is shown on the Vicinity Map, Figure 1. A geotechnical investigation was originally performed by Converse Consultants, Inc. (Converse), and a report was prepared (referenced above) which provides design -level recommendations for several structures at the annex. The purpose of this study is to verify and supplement the recommendations presented in the original Converse report. In particular, our supplemental geotechnical recommendations are specific to the proposed educted solids handling facility site. This report was prepared based on our site investigation, which included exploring and evaluating the surface and subsurface conditions at the site, reviewing previous site work, and reviewing the above referenced report. PROJECT DESCRIPTION Our understanding of the project is based on discussions with and design information provided by Mr. Darrell Turner of WaterLeaf Architecture and Interiors (WaterLeaf). We understand the proposed educted solids handling facility will be an approximately 40 feet wide by 60 feet long pre - engineered steel building situated on a reinforced concrete slab with conventional spread footings. Design floor slab loads will be on the order of 200 pounds per square foot (psf); column loads are expected to be about 16 kips. The RECEIVED CITY OF TUKWILA PERMIT CENTER Geotechnical Engineering Hydrogeology Geoenvironmental Services Testing & Inspection 19730 -64th Avenue West Lynnwood, WA 98036 -5904 Tel. 206 - 774 -0106 Fax. 206 - 775 -7506 May 16, 1996 HWA Project No. 96091 location and configuration of the proposed structure are shown on the Site and Exploration Plan, Figure 2. SCOPE OF SERVICES AND AUTHORIZATION A proposal for this supplemental geotechnical study was submitted by HWA to WaterLeaf on April 2, 1996. Authorization for the work was subsequently given by Mr. Darrell Turner of WaterLeaf The scope of work completed for this project was consistent with that described in our proposal and included reviewing the existing information, excavating two test pits, and performing limited laboratory and engineering studies to develop supplemental geotechnical recommendations for the proposed facility. 9609I.DOC SITE HISTORY Information regarding the original condition of the site and geotechnical recommendations for development of the South Base Annex are presented in the Converse report. Information regarding the construction of the existing buildings and related post - construction activities at the site was provided by Ms. Cathy Kennedy and Mr. Mike Paulson with King County Department of Transportation Facilities Maintenance. Based on information presented in the Converse report, we understand that prior to development of the South Base Annex the site consisted of a vegetated, marshy, lowland area. The mean elevation in the vicinity of the proposed educted solids handling facility was approximately 5 to 7 feet (above sea level). According to the Converse report, sand and gravel structural fill compacted to between 90 and 95 percent of the maximum dry density (MDD), as determined in accordance with American Society for Testing Materials (ASTM) Specification D 1557, would be placed to establish the site grades at about Elevation 11 feet. Information from facilities maintenance department personnel and as -built drawings indicate fill was placed in accordance with the Converse report recommendations for site grading. In addition, soils used to preload the facilities maintenance building footprint prior to its construction, as well as other areas of the South Base Annex, were stockpiled over the proposed educted solids handling facility site, effectively preloading the area. The stockpiled materials reportedly consisted of sand and gravel fill, were uniformly spread to a six to seven feet thickness over the proposed educted solids handling facility site, and remained in place for six months to one year. FIELD AND LABORATORY INVESTIGATION On May 3, 1996 a geotechnical engineer from HWA monitored and logged the excavation of two test pits (TP -1 and TP -2) at selected locations along the proposed building 2 HONG WEST & ASSOCIATES, INC. May 16, 1996 HWA Project No. 96091 perimeter. The test pits were excavated to depths of 8 feet below the existing ground surface using a Ford 555A backhoe under subcontract to HWA. The test pits were located in the field by measuring distances from proposed building corners, as established by facilities maintenance personnel; test pit locations are plotted on the Site and Exploration Plan, Figure 2, and should only be considered as accurate as the locating method implies. As part of the exploration program, HWA personnel recorded pertinent information including soil sample depths, stratigraphy, soil engineering characteristics, and groundwater occurrence. Soils were classified in general accordance with the classification system described in Figure 3. A key to the exploration log symbols is also presented in Figure 3. The test pit logs are presented in Figure 4 and 5. Representative soil samples obtained at selected intervals from the test pits were placed in air -tight bags and taken to our laboratory for further examination and testing. Soil samples were examined and their in -situ moisture contents determined. Moisture content testing was conducted in general accordance with ASTM D 2216. The test results are shown at the sampled interval on the appropriate test pit logs. SURFACE AND SUBSURFACE CONDITIONS The King County Department of Transportation South Base Annex is located immediately south of SR-599 along the west side of East Marginal Way, as shown on Figure 1. The South Base Annex contains a facilities maintenance building, a transit training building, and parking for facilities staff and county buses. The area of the proposed educted solids handling facility is relatively flat and unpaved. Geological information for the site was obtained from the Preliminary Geologic Map of Seattle and Vicinity, Washington (H.H. Waldron, 1962). The geologic map indicates that the site is generally underlain by alluvial materials as the result of channel deposition from the Duwamish River; specifically silt and sand, and including clay and peat. Based on the information presented in the Converse report and the conditions observed in the test pits completed by HWA, the site is generally underlain by recent alluvium, which is consistent with the geologic conditions described above. These natural deposits are overlain by fill material placed during site development. These units are discussed separately below. • Fill: In both of the test pits completed by HWA fill material was encountered. The fill typically consists of medium dense to dense sand and gravel, and ranges from 5% to 7 feet in thickness. The fill encountered is consistent with the type of fill and associated compactive effort recommended in the Converse report for site grading. 96091.DOC 3 HONG WEST & ASSOCIATES, INC. May 16, 1996 HWA Project No. 96091 • Recent Alluvium: Beneath the fill in both excavations, HWA encountered alluvial soils consisting of fine - grained materials, typically soft to medium stiff organic silt. Both test pits were terminated in the native alluvial soils at a depth of 8 feet. Slow groundwater seepage was observed in both of the test pits at approximately six feet below the ground surface, just above the fill/recent alluvium interface. It is anticipated that groundwater conditions will change in response to rainfall, time of year, and other factors. The groundwater conditions noted above are for the specific dates and locations indicated and may not necessarily be indicative of other times and/or locations. CONCLUSIONS AND RECOMMENDATIONS Based on the results of the field exploration, laboratory testing, review of existing data, and engineering analyses performed, it is our opinion that construction of the proposed educted solids handling facility building is feasible as planned. We also conclude that previous fill placement in the vicinity of the proposed new building was completed in general accordance with the recommendations presented in the Converse report. Supplemental recommendations specific to the proposed educted solids handling facility are provided below for site preparation, wet weather earthwork, and shallow foundation support. SITE PREPARATION Subgrades for the proposed building and pavement areas should be proof - rolled with appropriate compaction equipment, such as a large, self - propelled vibratory roller or a fully loaded dump truck. Successive passes of the dump truck or compactor should be made. Such proof - rolling will provide visual information needed for the assessment of the subgrade and evaluation of its acceptability as a bearing stratum. We recommend that all loose or soft areas be compacted to a dense and non - yielding condition and at least 95 percent of the MDD. Any areas exhibiting significant deflection, pumping, and/or rutting during the proof - rolling process and cannot be adequately compacted should be over - excavated and replaced with structural fill to the depth determined by the geotechnical engineer. Structural fill should consist of reasonably well graded sand and gravel soils that are free of organics and other debris. Such fill materials should be less than 11/4 inches in maximum dimension, with less than 7 percent fines (material passing the U.S. Standard No. 200 sieve), as described in Section 9 -03.14 of the 1994 WSDOT Standard Specifications for Road, Bridge, and Municipal Construction (Gravel Borrow specification). 96091.DOC 4 HONG WEST & ASSOCIATES, INC. May 16, 1996 HWA Project No. 96091 Structural fill soils should be moisture conditioned to within about 3 percent of optimum moisture content, placed in loose, horizontal lifts less than 8 inches in thickness, and compacted to an unyielding condition and at least 95 percent of the MDD. The procedure to achieve proper density of a compacted fill depends on the size and type of compacting equipment, the number of passes, thickness of the layer being compacted, and certain soil properties. When access restricts the use of heavy equipment, smaller equipment can be used, but the soil must be placed in thin enough lifts to achieve the required compaction. WET WEATHER EARTHWORK General recommendations relative to earthwork performed in wet weather or in wet conditions are presented below. These recommendations should be incorporated into the contract specifications. • Earthwork should be performed in small areas to minimize exposure to wet weather. Excavation or the removal of unsuitable soil should be followed promptly by the placement and compaction of clean structural fill. The size and type of construction equipment used may have to be limited to prevent soil disturbance. Under some circumstances, it may be necessary to excavate with a backhoe to minimize subgrade disturbance caused by equipment traffic. • Material used as structural fill during wet conditions should contain no more than 5 percent fines, based on the fraction passing the 3 4 -inch sieve. This is a restriction on the structural fill gradation recommended above. The fines should be non - plastic. • The ground surface within the construction area should be graded to promote run -off of surface water and to prevent the ponding of water. • The ground surface within the construction area should be sealed by a smooth drum vibratory roller, or equivalent, and under no circumstances should soil be left uncompacted and exposed to moisture. • Excavation and placement of structural fill material should be observed under the full - time observation of a representative of the geotechnical engineer, to determine that the work is being accomplished in accordance with the project specifications and the recommendations contained herein. FOUNDATION SUPPORT Based on the results of our exploration program, we anticipate that medium dense to dense sand and gravel fill will be encountered at the foundation levels of the proposed structure. These soils are anticipated to be suitable for shallow foundation support, 96091.DOC 5 HONG WEST & ASSOCIATES, INC. May 16, 1996 HWA Project No. 96091 provided disturbance of these materials is minimized during construction. All footing excavations should be trimmed neat and footing subgrades should be carefully prepared. The recommendations presented in the Site Preparation section should be followed in the event that competent sand and gravel is not encountered at footing subgrade level. We recommend that the footing excavations be evaluated by the geotechnical engineer prior to placing steel and concrete to verify that the recommendations of this report have been followed and that an appropriate bearing stratum is exposed. Provided the footings are founded as described above, we recommend an allowable soil bearing pressure of 3,000 psf. This value may be increased by one -third when considering earthquake or wind loads. All exterior footings should be founded at least 18 inches below the lowest adjacent finished grade; interior footings should be founded a minimum of 12 inches below top of slab. We recommend minimum footing widths of 18 and 24 inches for continuous strip and isolated column footings, respectively. Assuming construction is accomplished as recommended and the foundation loads are as anticipated, we estimate that total settlement of individual foundations should be less than 1 inch and differential settlement between two adjacent load- bearing components should be less than about '/2 inch. Lateral loads will be primarily resisted by friction on the base of the footings and slabs. The sliding resistance of cast -in -place concrete on the structural fill may be calculated using a coefficient of friction of 0.4. It should be noted that the recommended coefficient of friction includes a factor of safety of about 1.5. CONCRETE SLAB -ON -GRADE FLOORS Preparation of areas beneath concrete slab -on -grade floors should be performed as described in the Site Preparation section. Interior slab -on -grade floors should be provided with an adequate capillary break. The capillary break material should consist of a minimum of 6 inches of free - draining, crushed rock or well - graded sand and gravel compacted to at least 95 percent of the MDD. The capillary break material should have a maximum particle size of /4 inch, with no more than 80 percent passing the No. 4 sieve and less than 5 percent fines. In areas where moisture will be detrimental to floor covers or equipment inside the proposed structures, a 10 -mil polyethylene vapor barrier should be placed directly over the capillary break. An approximately 2 -inch thick layer of sand may be placed over the vapor barrier to protect it from damage, to aid in curing of the concrete, and also to help prevent cement from bleeding down into the underlying capillary break. Concrete slab -on -grade floors should have a minimum thickness of 4 inches. This recommendation is based on geotechnical conditions only; structural considerations such 96091.DOC 6 HONG WEST & ASSOCIATES, INC. May 16, 1996 HWA Project No. 96091 96091.DOC 7 as heavy, concentrated loads may dictate thicker floor slabs. Where concrete slabs are designed as beams on an elastic foundation, the compacted subgrade should be assumed to have a modulus of subgrade reaction of 100 pci. UNCERTAINTY AND LIMITATIONS We have prepared this supplemental letter report for the King County Department of Transportation and WaterLeaf Architecture and Interiors for use in design of a portion of this project. This letter report should be provided in its entirety to prospective contractors for bidding and estimating purposes; however, the conclusions and interpretations presented in this letter report should not be construed as a warranty of the subsurface conditions. Experience has shown that soil and groundwater conditions can vary significantly over small distances. Inconsistent conditions can occur between explorations and may not be detected by a geotechnical study. If, during future site operations, subsurface conditions are encountered which vary appreciably from those described herein, HWA should be notified for review of the recommendations of this report, and revision of such if necessary. We recommend that HWA be retained to review the plans and specifications to verify that our recommendations have been interpreted and implemented as intended. Sufficient geotechnical monitoring, testing, and consultation should be provided during construction to confirm that the conditions encountered are consistent with those indicated by explorations, to provide recommendations for design changes should conditions revealed during construction differ from those anticipated, and to verify that the geotechnical aspects of construction comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, HWA attempted to execute these services in accordance with generally accepted professional principles and practices in the fields of geotechnical engineering and engineering geology in the area at the time the report was prepared. No warranty, express or implied, is made. The scope of our work did not include environmental assessments or evaluations regarding the presence or absence of wetlands or hazardous substances in the soil, surface water, or groundwater at this site. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and cannot be responsible for the safety of personnel other than our own on the site. As such, the safety of others is the responsibility of the HONG WEST & ASSOCIATES, INC. HONG WEST & ASSOCIATES, INC. David L. Sowers Geotechnical Engineer DLS:DJC:dls May 16, 1996 HWA Project No. 96091 contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein unsafe. We appreciate the opportunity to provide geotechnical services on this project. Should you have any questions or comments concerning our report, or if we may be of further service, please do not hesitate to call. Sincerely, I ExPIRES /072- 1 • Daniel J. Campbell, P.E. Senior Geotechnical Engineer 96091.DOC 8 HONG WEST & ASSOCIATES, INC. 112 +IONGWEST tASSOCIATESrINC, D: \J085 \96091 \96091DO1.DWG EDUCTED SOILDS HANDLING FACILITY PROJECT NO.: 96091 NOT TO SCALE VICINITY MAP FIGURE: 1 .- LEGEND iolgivirat A P r1ri 2i! 4LIQI * P N 89'14IOW( 224 . 42 ) REF, PT. FOR DIMEN, ALONG Nd7 - 5O' -'W 20 L/9 PET BACK (MN) REF. PT. FOR DIMEN. ALONG NO2'- 29' -23 G .Z.V.:1E- ME.�A C - fS12. TYPE.. 2 1.1 4 PL3. 4 -4 TP -1 TEST PIT DESIGNATION AND APPROXIMATE LOCATION w , • O 2 0' , ... 50' WENEM 1.41.1 NNW NMI MIN SCALE' 1' =50' oe 100' (REFERENCE DRAWING: METRO SOUTH OPERATING BASE ANNEX, Prepared by Arthur M. James Engineers, dated May 1985. D:\JOBS \96091 \96091002.DWG O' t )OUBLE Swl G GAT• --r J A TE 04=10v4 ACE A i4 *IP see f icsir'C recnc ' llh 4.J W1 4P L *TOR DRAit4 - w.r•O KAr-1r c IsR G- Z 1 G4ATE. - EA. PANTE.O E40 OF c HONGWEST & ASSOCIATES` INC. T3 T EDUC HANDLI O 4 100' I May 1985. il Z 0' I XXIESLE SW1 l G GAT --4 HONG WEST ASSOCIATES, NC. 3 (T■ .4=#OR rA Ate A'4ykf1 g zee VrC rerr/Oel 4• W,46...164 TOR 0k 144./.40 LiP r1 vP4r/ FE.g. C l'a•ATE. EA1317 - PANT'E.C7 10-40 afg G1-+MIP46.L. • TP-1 (i PHASE fl L-1 ‘9 att4aro: edveIf PO We-a erti..*71 UGT I Ot■I P.1 Pt2A.It..1 4.44G1-JK1 EDUCTED SOLIDS HANDLING FACILITY LF r.,201=ez5., AJoi/ 8' L/5 ,ETBAC)( 1- — ACC11111111 ' • SITE AND EXPLORATION PLAN ••••••■•••■•, ..1•0 PROJECT NO.: 96091 FIGURE: 2 MAJOR DIVISIONS GROUP DESCRIPTIONS Coarse Grained Soils More than 50% Retained on No. 200 Sieve Size Gravel and Gravelly Soils More than 507. of Coarse Fraction Retained on No. 4 Sieve Clean Grovel (little or no fines) a a .. GW Well— graded GRAVEL •,• • • GP Poorly— graded GRAVEL Gravel with Fines (appreciable amount of fines) +• { GM Silty GRAVEL `} r { GC Medium sand Clayey GRAVEL Sand and Sandy Soils 50% or More of Coarse Fraction Passing on No. 4 Sieve Clean Sand (little or no fines) • SW Well — graded SAND ' SP Poorly— graded SAND Sand with Fines (appreciable amount of fines) SM Silty SAND SC Clayey SAND Fine Grained Soils 50% or More Passing No. 200 Sieve Size Silt Liquid Limit and Clay Less thon 50% ML SILT l ,� CL Lean CLAY 1 : OL Organic SILT /Organic CLAY. Silt and Liquid Limit Clay 50% or More , M H Elastic SILT. CH Fat CLAY 4 OH Organic Silt /Organic Clay. Highly Organic Soils 111 1111 PT PEAT COHESIONLESS SOILS COHESIVE SOILS Density N (blows/ft) Approximate Relative Density(%) Consistency N (blows /ft) Approximate Undrained Shear Strength (psf) Very Loose Loose Medium Dense Dense Very Dense 0 to 4 4 to 10 10 to 30 3D to 50 over 50 0 — 15 15 — 35 35 — 65 65 — 85 85 — 100 Very Soft Soft Medium Stiff Stiff Very Stiff Hard 0 to 2 2 to 4 4 to 8 8 to 15 15 to 30 over 30 <250 250 — 500 500 — 1000 1000 — 2000 2000 — 4000 >4000 COMPONENT SIZE RANGE Boulders Larger than 12 in Cobbles 3 in to 12 in Grovel 3 in to No 4 (4.5mm) Coarse grovel 3 in to 3/4 in Fine gravel 3/4 in to No 4 (4.5mm) Sand No. 4 (4.5 mm) to No. 200 (0.074 mm) Coarse sand No. 4 (4.5 mm) to No. 10 (2.0 mm) Medium sand No. 10 (2.0 mm) to No. 40 (0.42 mm) Fine sand No, 40 (0.42 mm) to No. 200 (0.074 mm) Silt and Cloy Smaller than No. 200 (0.074mm) DESCRIPTIVE TERMS RANGE OF PROPORTION Trace 0 — 5% Few 5 — 10% Little 15 — 25% Some 30 — 457. Mostly 50 — 100% RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N —VALUE ASTM SOIL CLASSIFICATION SYSTEM ♦IONGWEST AASSOCIATES.INC. C: V4aTMIN \STD\t.EGEND.DWG COMPONENT DEFINITIONS NOTES: Soil classifications presented on exploration logs are based on visua and laboratory observation in general accordance with ASTM D 2487 and ASTM D 2488. Soil descriptions are presented in the following generol order: Density /consistency, color, modifier (if any) CROUP NAME, additions to group name (if any), moisture content. Proportion. gradation and angularity of constituents. additional comments. (GEOLOGIC INTERPRETATION) Please refer to the discussion in the report text os well as the exploration logs for a more complete description of subsurface conditions. EDUCTED SOLIDS HANDLING FACILITY Gs %F CN TX UC DS M PP TV CBR MD PID AL I 0 7 TEST SYMBOLS Groin Size Distribution Percent Fines Consolidation Triaxial Compression Unconfined Compression Direct Shear Resilient Modulus Pocket Penetrometer Approximate Compressive Strength (tsf) Torvone Approximate Shear Strength (tsf) California Bearing Ratio Moisture /Density Relationship Photoionizotion Device Reading Atterberg Limits: PL Plastic Limit LL Liquid Limit SAMPLE TYPE SYMBOLS 2.0 OD Split Spoon (SPT) (140 lb. hammer with 30 in. drop) Shelby Tube 3.0 OD Split Spoon with Brass Rings Small Bag Sample Large Bog (Bulk) Sample Core Run Non — standard Penetration Test (with split spoon sampler) COMPONENT PROPORTIONS GROUNDWATER WELL COMPLETIONS Locking Well Security Casing Well Cap Concrete Seal Well Casing Bentonite Seal Groundwater Level (measured at time of drilling) Groundwater Level (measured in well after water level stabilized) Slotted Well Casing Sand Backlit' MOISTURE CONTENT DRY MOIST WET Absence of moisture, dusty, dry to the touch. Damp but no visible water, Visible free water, usually soil is below water table. LEGEND OF TERMS AND SYMBOLS USED ON EXPLORATION LOGS PROJECT NO.: 96091 FIGURE 3 1 - --•••• 0. SOIL DESCRIPTION I 1 S31dNMS IW) HLd3a SKETCH OF 0 EAST PIT SIDE SURFACE ELEVATION: ±11 FEET DISTANCE (feet) 4 6 8 10 12 HORIZONTAL 2 0 Medium dense, brown, fine to coarse GRAVEL with sand, moist. Sand fine to coarse grained; 4— to 8 —inch subrounded cobbles. (GP) (FILL) Grades to dark gray below 3 feet. 0 Soft to medium stiff, very dark brown, ORGANIC SILT, moist. (OL) (RECENT ALLUVIUM) Groundwater seepage observed at 6.5 feet at time of excavating. 1 DENOTES SEEPAGE 5 90 S -1 S -2 0 2 4 6 8 10 12 . 0 ..... 0 LIMITS . I AT:8:F :ET F :EXCAVATI • N . ... NOTE: This tog of subsurface conditions applies only EXCAVATION EQUIPMENT: FORD 555A DATE COMPLETED: 5/3/96 at the specified location and on the date indicated. SAMPLING METHOD: SMALL BAG SAMPLES LOGGED BY: DAVE SOWERS III IONGW M. "6:7MPUMEBIT5MYG EDUCTED SOLIDS HANDLING FACILITY LOG OF TEST PIT TP-1 PROJECT NO.: 96091 FIGURE: 4 / SOIL DESCRIPTION Q Medium dense, grayish brown to gray, fine to coarse GRAVEL with sand, moist. Sand fine to coarse grained; 4— to 6 —inch subrounded cobbles. (GP) (FILL) Q Soft to medium stiff, dark brown to dark grayish brown, ORGANIC SILT, moist, (OL) (RECENT ALLUVIUM) Groundwater seepage observed at 5.75 feet at time of excavating. DENOTES SEEPAGE NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated. g SKETCH OF EAST PIT SIDE SURFACE ELEVATION: f 11 FEET °- HORIZONTAL DISTANCE (feet) ►tc� 2 4 6 8 10 12 3 48 S -1 S -2 0 2 4 6 8 10 12 LIMITS :C :AT:8:FE F :EXCAVATIO N EXCAVATION EQUIPMENT: FORD 555A DATE COMPLETED: 5/3/96 SAMPLING METHOD: SMALL BAG SAMPLES LOGGED BY: DAVE SOWERS HONGW - 67(1MTOMOMITA EDUCTED SOLIDS HANDLING FACILITY LOG OF TEST PIT TP -2 PROJECT NO.: 96091 FIGURE: 5 H. K. Kim Engineers, Inc. Consulting Structural Engineers 202 J. S. Ditty Building COPY FILE 612 Bellevue Way N.E. Bellevue, Washington 98004 (425) 454 -9426 STRUCTURAL DESIGN CALCULATIONS for SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY Design data & Wind load analysis 1 Footing and Pier design 11 Slab on grade design 15 r (7 t97 CIZI' C� MO E APP R" , y 1997 BUIL i )tNG DIVISION RECEIVED CITY OF TUKWILA 2 2 6f1a3r PERMIT CENTER bqi.o4 1/4/97 ,g / res./ ; - erS-ILer--0 JI,-J,7 fp , ee ; - /7 5 _ esia /1-4L-1-(5-17 x3 e-Ji...)4 Aiefy C v . -7yd, A— le-4 * # LO fC'e AgzSD )4-44-4V e 7. flf -6-.s7/waisio . . • 11-10*/? .... a p74-4, 3 z 1.-.0 #474.14yg 4- 44/ErrA LtJ f.J/ ' - 2—ite hi= e9,41x z 7 7 4- . 4,/ faY /. Alta 4-zet ; • 3 ". e.J.• 0.0 d A' 74 12, -. / 3 1 2 /4 - DvO/V 2, 0.7 x G/) ( c :. r, o S T R E S S page , `:1 H K.KIM ENGINEERS INC Consulting Structural Engineers 8 May 1997 STRUCTURE FRAME AT GRID LINE 2 & 3 /METIDAT. 5 /8/'97 NUMB OF JOIN 4 NUMB OF MEMB 3 NUMB OF SUPP 2 NUMB OF LOAD 4 PLAN FRAME TABU ALL JOIN COOR .. 1'0. 0. S 2 480. O. S 3.0. 132. 4 480. 240. JOIN RELE 1 MOME Z 2 MOME Z MEMB INCI 1 224 3:34 MEMB PROP PRIS AX 7.65 IZ 204. 1 THRU 2 3 AX 10.3 IZ 285. CONST "E 29000. ALL LOADING 1 DEAD LOAD MEMB LOAD 3 FORCE Y UNIF -.012 LOADING 2 WIND LOAD JOIN LOAD 4 FORCE X -7.85 LOADING COMBINATION 3 (1) *0.9 +(2) COMBINE 1 .9 2 1. LOADING COMBINATION 4 (1) *0.9 +( -2) COMBINE 1 .9 2 -1. SOLVE LOADING 1 DEAD LOAD C E M Micro STRESS page 2 H.K.KIM ENGINEERS INC Consulting Structural Engineers 8 May 1997 STRUCTURE FRAME AT GRID LINE 2 & 3/MET1.DAT 5/8/'97 M •E 1'1 13, ER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 2.378 ' .072 .000 1 3 -2.378 -.072 9.538 2 2 3.382 1.224 .000 2 4 -3.382 -1.224 293.703 3 3 .452 2.336 -9.538 3 4 -.452 3.568 -293.703 REACTIONS AND APPLIED JOINT LOADS • FREE JOINTS JOINT FORCE X FORCE Y MOMENT Z 3. .000 .000 .001 4 .000 .000 .000 SUPPORT JOINTS JOINT FORCE X FORCE Y MOMENT Z 1 -.072 2.378 .000 2 -1.224 3.382 .000 FREE JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 3 .60131 -.00141 -.00448 4 .60106 -.00366 .00147 SUPPORT JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 1 N.K4tIMINGINEERS INC . ;,' , Consulting;SirUtturall . riglneers STRUCTI.JRE FRAME AT GRID LINE 2 &:3/MET1:DAT::. 5/8/'97 ... - - .;., • CEM Micro STRESS page 4 H.K.KIM ENGINEERS INC Consulting Structural Engineers 8 May 1997 STRUCTURE FRAME AT GRID LINE 2 & 3/MET1.DAT 5/8/'97 LOADING 2 WIND LOAD ,MEMBER FORCES•'• MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 3.925 -5.798 -.001 1 3 -3.925 5.798 -765.335 2 2 -3.925 -2.052 .000 2 4 3.925 2.052 -492.501 3 3 6.518 2.557 765.333 3 4 -6.518 -2.557 492.501 REACTIONS AND APPLIED JOINT LOADS FREE JOINTS JOINT FORCE X FORCE Y MOMENT Z 3 .000 .000 -.002 4 -7.850 .000 .000 SUPPORT JOINTS JOINT FORCE X FORCE Y MOMENT Z 1 5.798 3.925 -.001 2 2.052 -3.925 .000 FREE JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 3 -2.11342 -.00234 .01032 4 -2.12591 .00425 .00220 SUPPORT JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION • . - •: .••-•, • • , C EM Micro STRESS page 5 H.K.KIM ENGINEERS INC Consulting Structural Engineers 8 May 1997 STRUCTURE FRAME AT GRID LINE 2 & 3/MET1.DAT 5/8/'97 o LOADING COMBINATION 3 (1)*0.9+(2) MEMBER FORCES SUPPORT JOINTS JOINT FORCE X FORCE Y MOMENT Z 1 5.733 6.065 -.001 2 .951 -.881 .000 FREE JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 3 -1.57224 -.00361 .00628 4 -1.58496 .00095 .00352 SUPPORT JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 6.065 -5.733 -.001 1 3 -6.065 5.733 -756.751 2 2 -.881 -.951 .000 2 4 .881 .951 -228.169 3 3 6.924 4.659 756.749 3 4 -6.924 .655 228.169 C E M Micro STR'ESS H.K.KIM ENGINEERS INC Consulting Structural Engineers 8 May 1997. STRUCTURE FRAME AT GRID LINE 2 & 3/MET1.DAT 5/8/'97 REACTIONS AND APPLIED JOINT LOADS FREE JOINTS JOINT FORCE X FORCE Y MOMENT Z 3 .000 .000 -.001 4 -7.850 .000 .000 page 6 M Micro STRESS page 7 H.K.KIM ENGINEERS INC Consulting Structural Engineers 8 May 1997 STRUCTURE FRAME AT GRID LINE 2 & 3/MET1.DAT 5/8/'97 E M M i c r o S T R E S S page 8 H.K.KIM ENGINEERS INC Consulting Structural Engineers 8 May 1997 STRUCTURE FRAME AT GRID LINE 2 & 3 /MET1.DAT 5/8/'97 LOADING COMBINATION 4 (1) *0.9 +( -2) MEMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 -1.785 5.863 .001 1 3 1.785 - 5.863 773.920 2 2 6.969 3.153 .000 2 4 - 6.969. -3.153 756.833 3 3 -6.112 -.454 - 773.917 3 4 6.112 5.768 - 756.834 REACTIONS AND APPLIED JOINT LOADS FREE JOINTS JOINT FORCE X 3 .000 4 7.850 FORCE Y .000 .000 MOMENT Z .002 .000 SUPPORT JOINTS JOINT FORCE X FORCE Y MOMENT Z 1 - 5.863 -1.785 .001 2 -3.153 6.969 .000 FREE JOINT DISPLACEMENTS JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION 3 2.65460 .00106 - .01435 4 2.66686 - .00754 - .00088 SUPPORT JOINT DISPLACEMENTS JOINT X- DISPLACEMENT Y- DISPLACEMENT ROTATION 1 1 .00000 .00000, -.02299 2 .00000 .00poo - .01623 Problem solved. C EM Micro STRESS page H.K.KIM ENGINEERS INC Consulting Structural Engineers 8 May 1997 STRUCTURE FRAME AT GRID LINE 2 & 3/MET1.DAT 5/8/'97 g-- /4// S y A4-o 1/ 3 y -/,725- 4- '/ '9 1 4 fitr-1L., g r . 4, 0i.rx / 10 ArX/, 0 „ 13,s ,__ 4-vp ,a7 • Az-A./ r „ /6 - 73 in"" 5z • • /6J x-SIC /c. a 14/e "/ /ess7/ op..) e 7y a X -E- ev, ".r/ y • 8Si k --- 76 4 .. 4=1— • = x t r f 6 .7 6 y 7 c x/i x /f = 2 29 1'15 /r.06Y , ,40,9 r74. /sr y Ifs xif cd F • ry ....... „ , . . . , /t • 1 / az/L) ( 01.41..) // 415t- f74. / )eiv 5 11)1-- ) 7' g " - y3 , A4. /7 f7 4 e737 7L72, —tei z -- 3 ) 4./2 ? 1 / 41- 2-$4-x /< >' T. ok = ■0 • .e 74/40 ,Z.-i■-rar • )S - 34 e 6.61 CL ,S37 / 3 t � MAY-09 -'9? FRI 09:56 1D: TEL NO: South Facilities Maintenance Fax # 684-2248 11911 E Marginal Way S Seattle,; Wa0 9816.8 DATE: :el 151 t to CONFIDENTIAL YES FROM: .NUMIIER OF PAGES =LIMING THUS COVER SHEET_. , C.LoVt\iefk O... CU:AS..6, "1/40 c arial`Lk Ld0 LA- Qr\e-aCtAt(041§ wt,c& e 1,:x. i " �-c' + :rC`� r ecu u te, 4O 1 CO t s, tom:' � \ 1 N►c,‘ L �.5►� 4o mC,q,=m. ( �Q b v..I,1 tl�:� DtSMATa TO: -\ t Ldk r,..;■cf mcaer ck 'tacb c r • Phone f 00. PosHr Fax Note 7071 t c0 April 6, 1998 Dear Mr. Bueno: Kin County Professional and Construction Services Procurement Division Department of Finance 821 Second Avenue M.S. 125 Seattle, WA 98104 -1598 (206) 684 -1327 (206) 684 -1486 (FAX) VIA FAX/UPS GROUND Mr. Javier Bueno Vice President Nordic Construction, Inc. 2608 South 208th SeaTac, WA 98198 Notice of Selection Educted Solids Facility Contract C73180C RECE ;/( APR - 3 1993 TRANSIT CESIGN ^ cn� C wr s .. u Personnel Inventory Report Affidavit and Certificate of Compliance Sworn Statement of Compliance with King County Code, Chapter 12.16 ADA/504 Disability Assurance of Compliance and Corrective Action Plan Nordic Construction, Inc. ( "Nordic ") is hereby notified that it is the apparent low responsive and responsible bidder to be awarded Contract C73180C. Award of this Contract is based upon Nordic's bid submitted on February 19, 1998, in an amount of 3138,806.00. We are enclosing counterpart copies 1, 2, 3, and 4 of the Contract Document. Please sign, date and complete the following documents in all copies of the Contract. 1. Nordic is to execute the Agreement. 2. In accordance with the Contract Documents, Nordic is to provide four signed, original copies of the Performance and Payment Bond, each sealed by the bonding surety, with the required power of attorney. 3. In accordance with Contract Section M/WBE AND EEO PROGRAM REQUIREMENTS, paragraph 2.04 REQUIRED SUBMITTALS, Nordic is to complete the required submittals: The Contractor shall submit Personnel Inventory Reports, Affidavits and Certificates of Compliance and Sworn Statements of compliance from its subcontractors in the same manner as required of the Contractor. 4. The insurance requirements are set forth in Section 00710, Part 5 LIABILITY, INDEMNIFICATION, AND INSURANCE. Nordic is to provide four copies of the certificate of insurance evidencing the required coverages. 5. Nordic is to identify its option for management of the retained percent of this on Section 01999 of the Contract Document. • :• • • • • • t...• • •) • 1•• .NOrdic Cong., Inc, Educted Solids Facility Contract C73180C Notice of Selection Page Two As soon as possible, but not later that ten (10) calendar days after receipt of this Notice of Selection, please return' all signed copies of the Contract, including the Perfomrance and Payment Bond, and the certificate of insurance to King County Department of Finance Professional and Construction Services Procurement Division Exchange Building 821 Second Avenue, 12th Floor Seattle, WA 98104-1598 Attn: Ms. Crystal Graham - MS 125. Award of this Contract is conditioned upon formal execution of the Contract by King County and may be revoked prior to execution by King County. Until the Contract is executed, Nordic is cautioned that performing any work that results in the expenditure or commitment of any funds is at Nordic's risk. If you have any questions about what is required or need additional time, please contact Ms. Crystal Graham at (206) 689-3735. Very truly yours, 1/4 L1 A. Toliver, Director Department of Transportation , L PAT:cg Enclosures City of Tukwila Department of ,Public Works TO: FROM: DATE: SUBJECT: JJS /sal Permit Center NOTIFICATIQIY OF UTILITY PERMIT ACTION Public Works Engineering October t,1997 METRO Educted Solids Handling Facility 11911 East Marginal Way South Permit No.: D97 -0248 Contact Person: Darrell Turner Phone: (206) 343 -0236 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON OCTOBER2, 1997: Storm Drainage Land Altering Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) PERMIT FEE $25.00 $76.50 TOTAL: $101.50 John W. Rants, Mayor Ross A. Eamst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 431-3665 ocOct, 2, 1997 7 :22AM 'METRO S, October 1, 1997 Cathy Kennedy Environmental Compliance Metro Transit 821 Second Avenue Seattle, Washington 98104 Dear Ms. Kennedy: Thank you for your letter describing the street waste handling facility Metro Transit will be constructing in Tukwila. At this time the Seattle/King County Department of Public Health is not requiring solid waste permits for this type of a facility. The Department of Ecology is preparing a Vactor Waste/Street Waste policy. Once that policy is complete we will revisit our draft policy. At that time we may require permits of this type of facility. 1 will include you in any comment opportunities we have on vactor /street waste policy. Please. contact me at 296 -4831 if you have additional questions. Sincerely, JT :er qIy d;4nf . 'Unman U. Rirv. triarew We l C.mnIy Ron Mau. Sternal I>vnul•Kleg County Departnatet M Public ileettb M►,RX4 L. Plough% Ph.D,. ?nPU, Direour Cc: Carl Osaki, Chief, Environmental Health Division Greg bishop, Supervisor, Solid Waste Program Gale Yuen/Gary Criscionc, Alder Square Environmental Health Office Cullen Stephenson/Don Secberger, DOE Northwest Regional Office No, 0128 P. 2/2 bci 90 14,, c . / �e Leit Jill TTrohimovich, Sr. Environmental Health Specialist ECE IVEO Solid Waste Program OCT 0 2 1997 TUKWiLA PUBLIC WORKg EavIrat uleuia111rnt14 Dl• iKi.n rr, Third A.r,n,r, Salto 700 $rant,'. Wu•bingi „n 961044099 12 2'M422 "now on lMgrJoa Fait” • TO: ��.vr 1 uurner DATE: 8 29 1 7 • TITLE: FROM: JOVJ SP i COMPANY: , PAY: � - I? TITLE: DEPARTMENT: iw...... waws»tiawt r' +eaan> .., :. DIVISIO�N�:� /� T 1- A.1 --L' - < <-1 P w . a„s .. .. .. .. . , ...... :.,,......::...,' :...•..: :. , ;•M:�tsz<::ai: SCa;:a:a: FAX NO. CALLED: 3 1 - 02_ ( t aar x.:c wxHa:tiFa:acn::•N;,v:aw:a•.wac<• ckuxan cu » ii•Ns wx< .....rNLxcai awttwcwc»usoaawvNMaw: mr» ww.a a»vw >s:,•>.acw: SUBJECT: F1 ,A cke-ci - LS a e L COMMENTS /MESSAGE: PI eoe, 10"P 04,1.sW h — f1 e ?oI10 1 y �►� c� N2,(04-45 � (DA G es r i,c,<,v-J -- DoE ke.-1-YoDiscLsw 0 a. c. J1 k- sue; d I C4 s(� . 1 ,11 CIT- OF TUKWILA — PUB1.:C WORKS DEPT. FAX TRANSMITTAL FAX NUMBER: (206) 431 -3665 TOTAL NUMBER OF PAGES TRANSMITTED, INCLUDING 1 THIS COVER SHEET: SENT BY (INITIALS) : s �l,e� -rte s L here i Q (1sb -ott) C-00 1 U i e d c, or WP�.� J CaracteA/; 2e e tr of u Q re — L 1 11 is 19e, prouess4 ; fv Me,-110 e'ch ucie -d es Ric rY j 0 �.�,,...� c� J 4 - 017 IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: a..: v ....Y..,»�.,.•.w::•..o..,..�..w w.. w...,, � ...:..:.:.......... �: �.. �...:• rN...• ..,.•...,we..+:.wv,�......� ............., .. v•i: cwr.: so:•: s. w:: a::•: :v:» s»• to:: cw.,. :vsw., w: w.: w: u ,w..+,a:c:,,:.: TUKWILA PUBLIC WORKS DEPT. - 6300 Southcenter Blvd, Tukwila WA 98188 - (206) 433 -0179 00/18/Q2 Sep, 26, 1997 9:13AM METRO S, FACILITIES King County Department of Transportation Transit Division, Power and Facilities Section Mail Stop, SF 821 Second Avenue Seattle, WA 98104 September 8, 1997 Jill Trohimovich Seattle -King Co. Health Department 999 Third Avenue Suite 700 Seattle, WA 98104 Mail Stop 1B Dear Ms. Trohimovich, ' Transit plans to build and operate a vactor waste solids handling facility in Tukwila. Construction of the facility will most likely start in early 1998, and we hope to be using the facility by June. As part of the building permit process, Tukwila has requested that Transit start applying for any necessary operating permits, to ensure our facility meets applicable regulations. My understanding is that the Health Department can, under certain circumstances, require a solid waste operating permit for vactor waste sites. I would like to know if Transit's facility falls into these circumstances. Transit's facility has been designed to operate in conjunction with a separate decant station. The facility will only be used to passively dry and stock pile solids for subsequent disposal at a permitted solid waste site. The building will not be hooked to the sewer. Any free liquids that accumulate in the dumping area will be vacuumed up and disposed of at the decant treatment site. If you need more information before making a decision, please call me at 684 -2266. Sincerely, Cathy Kennedy Environmental Compliance Metro Transit No, 0020 P. 2/2 KO Sep, 26. 1997 9:13AM METRO J S, FACILITIES C 0 V E R To: From: Subject:,- Date: Pages: Its ! t 6 .. /. . /1 ' 4 !. .. 1 /, • 0A, A WI . 1 M / I 4 • 4 _ . M .a 1 1 /, . .L ,t, • ! /..A/1 __I 3/ b1W1i 4 _ ' AI /. t�l COMMENTS: cc: 2. ...t.r4PK.1rrn,. +n •t.•n., .nr. at ?•44.4YrrV0.v`tl K`h'JZt+vl'.OP:4M • u1114 r4t4 4.., Yn: ,^'A`N'r.NT including this cover sheet. r fra ahar\, 645 - f - D (O Whir oral __Lcul_c_44L474e.--ot_.pum:r. A. p rA\ r\a,(j DO. (,OCIS - I'lat` km/id a pef -. cu-k ma,+$3\f*tc,o-- 51r:zuLld If\ uaroc, o r - ft)o 0 , . No, 0020 P, 1/2 FAX South Families • ling County Dept Of Transportation 11911 E Marginal VVay S Bldg.. C Seattle, VVa. 98168 (206) 6842262 Fax: (206) 684 -2248 n. r...;+ nix :,.�e:x.- +ae +nmvm;.:u:�rew ea�^t*,mr�•ur��swx -. ,.., r' iZtYM� Dear Sir: Axa City of Tukwila Fire Department Fire Department Review Control #D97 -0248 (510) {...tth orktttes Ittertendatt4OMP July 28, 1997 mquattcrraas Re: King County DOT - Metro Transit - 11911 East Marginal Way South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the rexar�a. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) if the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of, travel. (UBC 1003.4) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1-1212.8) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 1013.2) 3. An approved fire alarm system is required per City Ordinance ( #1742) An approved automatic sprinkler system John .W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 lCiLL..;�i;t£.•Y aat4 okA , COLoj. 3ra VOA, t+:t*:taar Page number 3 a; nw. 6tw ?nW'E:Sftd(ePJ+NaeGt�'riy!�1.na trw�+.tm.ew:Md+trex6Ombi.:10 City of Tukwila Fire Department may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) (City Ordinance #1742) (UFC 1001.3) Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1742) Local U.L. central station supervision is required. (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 4. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 7. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57.54439 City. of Tukwila Fire Department 8... Fire hydrants shall conform to American Water. Works Association specifications C7502-54; At shall be , compress'ion type, equipped with two 2 1/2" N.S.T. hose ,ports and one 5" Storz pumper discharge port, and shall have a l 1/4" Pentagon open -lift operating nut. 9. All required hydrants and surface access roads shall 'be'installed and made serviceable prior to and during the time of construction. (UFC 901.3) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. .Yours truly, cc: TFD file ncd The Tukwila Fire Prevention Bureau. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439 SEP- 04 —'97 THU 08:51 ID: TEL NO: VOfERLEAF U!I September 4,1997 Ms. Joanna Spencer City of Tukwila Public Works Department 6300 Southcenter Blvd. Tukwila, Washington 98188 Project:Educted Solids Handling Facility Request For: Response to Fax dated August 29, 1997 Dear Joanna, The following are in response to your fax: 1. No hazardous waste will be processed at this site. The solids are generated from the cleaning of storm water systems at all base and park & ride facilities. The waste removed from the bases go through a waste treatment system at the bases. The volume generated is approximately 1200 gallons every 2. weeks. 2. King County will be required to get a King County Health permit for the facility to operate as a "solid waste handling facility." The permit process has been started. 3. No waste will drain into The.. storm drainage system. The slab will be treated with a waterproof membrane. 4. The amount of cut will lac approximately 188 cu yds of existing structural fill. The amount of fill will be approximately 152 cu yds. Joanna, please feel free to call me or Cathy Kennedy at your convenience if you have any additional questions. Sincerely, aterLeaf Architecture & Interiors arrell W. Turner, AIA Project Manager cc; Mr, Ken Tarp Ms. Cathy Kennedy trelltirwleC #1766 P02 Seattle Portland Architecture 6+ Interiors 1218 Third Avenue Suite 1412 Seattle, WA 98101 Fax; 206/343.0241 Phone; 206 /343.0236 '4iift•V iii si. v40444ilAtG Vt.vui.ork:r,tAtivn:kveRlA letz6e4t,evitW 4ARSISr ..4t TIOAXite Architecture & Interiors SEP- 04 —'97 THU 05:50 ID: COMPANY FAX . 94 SPECIAL INSTRUCTIONS 91;La' ? .1.arPtn.av itlmeWArKoet TEL NO: I• A VOf"ERLEAF PAOESTO FOLLOW E a',,e-gprovolse. , a�tfcarnm>. wee a .i odwg.41 +s:s!u+r.r*ty, 14766 P01 DATE , . �. • PROJECT NUMBER �i o /' TO Va0/7/7�7 �%� 61 OJECT J/4 7 1218 Third Avenue Suite 1412 Seattle, WA 98101 Fax 206/3434241 Phone: 206/343-0236 July 25, 1997 Dear Mr. Turner: Sincerely, --eeiazd L'-dt11(52)/2 Kelcie J. Peterson Permit Coordinator File: D97 -0248 *c ,,� City of Tukwila :1, i� i John W. Rants, Mayor r y��,= Department of Community Development Steve Lancaster, Director 1908 Mr. Darrell W. Turner Waterleaf Architects and Interiors 1218 Third Avenue, Suite #1412 Seattle, Washington 98101 SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97 -0248 Metro Educted Soils Handling Facility 11911 East Marginal Wy S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 22, 1997, was reviewed at the July 24, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 JE.1. 21 1997 1:49PM METRO S, FACILITIES 41 Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104 -1598 July 8, 1996 Joanna Spencer Public Works City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Trip �,neratinn Reprt Dear Ms. Spencer: The Public Works Department requested that King County Metro Transit submit a trip generation report for the educted solids handling facility discussed at preapplication meeting PltE96 -020. The facility will not generate any additional trips along local or regional roads and I would therefore like to have this requirement waived. Metro Transit will be the sole user of the facility. We will not be accepting educted solids from other generators as this is not a commercial venture. Transit owns two vacuum trucks that are already located at and operate out of this site. These two trucks will be the only vehicles that dump educted solids into the facility. The trucks will actually be generating fewer trips after the facility is built because they will no longer be driving from the site to the private disposal compai►y currently being used. Transit may establish a small compost pile inside the building. If we do so, it will also not generate extra trips into and out of the site. The compost area would be used only by gardening crews already located on site who generate yard waste type debris from maintenance activities in the field. These crews return to the site at the end of the day and would dispose of this waste on the compost pile rather than in the dumpster (current practice). If you require additional information about this subject, please call me at 684 Sincerely, Cathy Kennedy ' Environmental Compliance Metro Transit King County CMK:VACWSTES No, 8761 P, 2/2 RECEIVED CITY OF TUKWILA PERMIT CENTER ii -15- -.19998 10 50A FROM NORDIC CONSTRUCTION, 20682449BI •Arr • 6. • .. . .. . . .'.7 :.....:':':'... ..: : ... .. P.1. A PROJECT LOCATION TU WILA AUBURN • • RENTON SOUTH FACILITIES MAINTENANCE SOUTH BASE ANNEX PROJECT LOCATION 11911 E MARGINAL WAY S S 124TH ST S 116TH ST SOUTH BASE LOCATION MAP 0 200 400 600 FEET S 119111 ST S 116TH ST S 122ND ST SHEET NO. DRAWING NO INDEX TO DRAWINGS TITLE TYPICAL SECTION AND DETAIL REFERENCING SYSTEM (1) THE SECTION IS CUT ON DRAWING A101 SECTION NUMBER ELEVATION NUMBER Al (2) ON DRAWING A105 SECTION SCALE: 1 1/2= 1•-0" No. A 5 THIS SECTION IS IDENTIFIED SECTION NUMBER VICINITY MAP 0 1 2 3 4 5 MILES DRAWING ON WHICH SECTION /ELEVATION APPEARS. — INDICATES THE DRAWING IS ON THE SAME SHEET. DRAWING ON WHICH SECTION WAS TAKEN. — INDICATES THE DRAWING IS TAKEN FROM THE SAME SHEET. (3) MANNER, R, ARE EXCEPT CROSS—REFERENCED THAT F ARE IDENTIFIED R BY LETTER RATHER THAN BY NUMBER. REVISION B B BY APP'D DATE C C V D 0 E F E 6 REGISTERED I DWT GENERAL 1. CIVIL 2. 3. AROHITECTURAL 4. 5. 6. 7, 8. ARCHITECT DRAWN: (arc OF WASHIINGTON ( RECD EC101 EC102 STRUCTURAL 9. ES101 10. ES102 ELECTRICAL 11. EE101 12. EE102 EG101 VICINITY, LOCATION MAPS AND INDEX TO CIVIL SITE PLAN PAVING DETAILS G EA101 GENERAL, NOTES, CODE INFO & PROJECT EA102 SITE PLAN EA301 FLOOR PLAN EA401 BUILDING ELEVATIONS EA402 BUILDING ELEVATIONS, SECTIONS AND DETAILS FOUNDATION PLAN, FRAMING ELEVATIONS STRUCTURAL NOTES AND DETAILS Aumalm I understand that the Plan Check app,- subject to errors and onJeelona and app-_. cf plans does not 00 hocks NI Violation of any arooted code or m6amoor NNW 01 OOnhactore copy of approved Data Pena FILE COPY . n •.T'. PERt.II ELECTRICAL SITE PLAN Or 1 :- - C . L DETAILS / �,�c. - LM El r: ,T::;oAL L0MB UGpS P1P1NG CLA i uTY 0 0 N G p I V S10N H Malta bu` Idvny se G V6 t SOUTH BASE ANNEX FACILITIES MAINTENANCE SOUTH EDUCTED SOLIDS HANDLING FACILITY / /9ff h Margm a/ W 5 C I nO CONTRACT NO. T/M 13 -95 PERMIT CENTEn DESIGNED: APPROVED: ENDED: CHECKED: DWT SCALE: NONE CONTRACT N0: CT/M119 - F EUII Count SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY VICINITY, LOCATION MAPS AND INDEX TO DRAWINGS Ru ?Re 54 -oGolo D9,- oaal 1 711V OF [URWLA APPROVED 06Ti 0 1997 DATE: 7/15/97 Fl LE N0: E20G101.DWG DRAWING N0: EG101 SHEET N0: OF 1 12 127101311 CQ N..STRUCTION SEQUENCE: 1. ARRANGE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OF TUKWILA INSPECTORS. 2. INSTALL FABRIC ANL) WIRE MESH FILTERS ON CATCH BASINS. 3. INSTALL CON purrs. 4. CONSTRUCT BUILDING. 5, PLACE PAVEMENT. 6. REMOVE FABRIC AND WIRE MESH FILTERS. ( #3 & #4 MAYBE SIMULTANEOUS OR REVERSED) A4 off, 7 % g fr/ •7-0246 No. A A SECTION SCALE: NTS REVISION PLAN • -GRATE NOTE: INSTALL ON ALL CATCH BASINS SUBJECT TO FILTERED WATER RUNOFF FROM WIRE MESH WITH SECTION A - FILTER FABRIC ON TOP BIJILDING SITE FABRIC AND WIRE MESH FILTER (INSPECT DAILY. CLEAN /REPLACE AS REQUIRED) BY L = 19'47'37" R = 1265.90' L = 437.32' - APP'D DATE U N A= 11'56'37" R = 1502.40' L = 313.19' S0= R� SR599 EXISTING FIRE HYDRANT N - 89"14 . 10" 4 4 , ; - x - - - � / EXISTING / r' FIRE / / HYDRANT -h. : N 00'29'08" E 10.00' SOUTH R SR599 1 EXISTING CONDUITS- C ON S U L T I N G J --BOX, UTILITY VAULT CO. 444 -Lk OR EQUIVALENT NRV PARKING AREA • 1601 Second Avenue (206)441 -055 La (206)44446 -7167 earn SYMON DS ENGINEERS TRUCK LOADINC / I AREA VISITOR PARKING AREA - ) 1 EMPLOYEE 11 PARKING 1 AREA !I ; w . - BOX, UTILITY CULT CO. 44{4 -!A "� of D EQUIVALENT _o 75 1 I Imo I D .5= 08'38'44" R = 1492.40' L = 225.19' - EXISTING LANDSCAPE -- w - STRIP m ' IN EXISTING FENCE POST LINE. 00 FABRIC. (TYP) EXISTING ASPHALT SURFACE ji O Aft qiCr `S & REMOVE ASPHALT PAVEMENT INSTALL CONDUIT REPLACE ASPHALT ,REPLACE PYEMENL __.. APPROXIMATE LOCATION OF EXISTING CONDUIT STUBS FROM FACILITIES MAINT. BLDG. (VERIFY IN FIELD) SAWCUT & REMOVE CONCRETE PAVEMENT INSTALL CONDUIT & REPLACE CONCRETE; PAVEMENT. SEE DETAL 1 NEW CONDUIT SAWCUT & REMOVE SEE DETAIN ASPHALT PAVEMENT r ASPHALT INSTALL CONDUIT REPLACE ASPHALT PAVEMENT SEE DETA 393.6 N 81. 46' _'.... -- 1 SOUTH BASE AN, EX — FACILITIES MAINTENANCE SOUTH SCALE: 1 " =50' SLOPE PAVEMENT ®!2% MIN. FROM BLDG. TO EXIST. ASPHALT (BLDG TO BE SET 6 13.0'. VERIFY ELEVATION PRIOR TO CONSTRUCTION) -- EXIST. CATCH BASIN; PROVIDE 6" ,4bSN - l2 -' SDR 3.854 PVC PIPE FOR ROOF CRAW CONNECTLO CONTROL JOINTS a CONC. PAVEMENT \ w /HEAVY BROOM FINISH SEE DETAIL NOTE: FOR PAVEMENT REPLACEMENT SEE DETAILS SEE STRUCTURAL DWGS FOR CONRETE PAVEMENT Rs FLOOR SLAB INTERFACE FOR JOINT FILLER SEE DETAIL - NEW GATE. SEE EA102 c_F37�i0 3 Z -W ZTSz.O C I TiNG. FIRS HYDRA -_ ROT.. -- - - - - - -- NEW EDUCTED SOLIDS HANDLING FACILITY PJG DRAWN: PJG/KLS RECOMMENDED: APPROVED: NECKED: GAG NOTED CONTRACT 00: CT/M119 - 93 King County • G These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The respo- sibility for the adequacy of the design rests total y with the designer. Additions, deletions or revisions to these drawings after thls date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field Inspection by the P.bllc Works utilitie Inspector. Dater /0 By: x/ 50 ��- 0240 SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY CIVIL SITE PLAN • CITY OF TUKWILA APPROVED OCT 5 1997 BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 7 19)7 PERMIT CENTER 8, ORAVANO 0: EC101 SHEET N0: 2 OF ► CATk: JULY 15, 1997 No EXIST. SURFACE REPLACE WITH FILL OR' SOIL IN NON – PAVED AREAS SEE 1 /EC102 & 7/EC102 FOR PAVED AREAS SAND 3' -0" MIN. FOR PAVEMENT REMOVAL/ 0 0 0 0 CONCRETE PAVEMENT PATCH (TYPICAL ® CONDUIT)) SCALE: NONE SECTION X11 SCALE: NONE Ec1d)� &�io2 3' -0" MIN. FOR PAVEMENT REMOVAL REVISION 2" TYP. UNDERGROUND CONDUIT RACEWAY DETAIL BY 8" • PORTLAND CEMENT CONCRETE PAVEMENT —4 MIN. COMPACTED GRAVEL BASE COMPACT SUBGRADE TO 90 % -95% 4 -2 "0 SCHD. 40 PVC CONDUITS LABELLED FOR UNDERGROUND APP'D DATE v v A C POMPAW Itt• voilt01.10,40t0 \--GRANULAR BASE CONTROL JOINT DETAIL SCALE: NONE SYMONDS C O N S U L T I N G , , SAWED GROOVE W = 1/4" MIN – 3/8" MAX NEW CONCRETE PAVING (TYP.) POURED JOINT FILLER BACKING ROD 0 = 1.25xW 8" SAWED GROOVE E N G I N E E R S '71". . ( 224(4 4 1 -1855 9, (208 7 187n. 99101 CONCRETE PAVEMENT SECTION X6 SCALE: NONE C10 0 #4 REBAR ® 12"o.c. BOTH WAYS PORTLAND CEMENT CONCRETE PAVEMENT - 4" MIN. COMPACTED GRAVEL BASE COMPACTED SUBGRADE R= /8 "(TY1 JOINT FILLER -- E 3/8" JOINT FILLER DETAIL SCALE: NONE EC1 EXISTING BASF EXISTING STRUCTURE OR PAVEMENT —1/2 "0 BACKING ROD PREFORMED EXPANSION JOINT FILLER, FULL DEPTH (AT ISOLATION JOINTS AND PAVING AT BUILDING) Aft 000• :0 4 " lllllllll1IVIIII llllllll llllllllllllllllllll 'lll'IIIIIII III III IIIII IIIII DESIGNED: PJG DRAWN: APPROVED: 7" MIN. PJG/KLS RECOMMENDED: 02 ASPHALT PAVEMENT PATCH (TYPICAL © CONDUIT)) SECTION SAW CUT SMOOTH VERTICAL JOINT. APPLY TACK COAT TO ALL EXPOSED VERTICAL SURFACES IMMEDIATELY PRIOR TO PAVING. SEAL JOINT LINE WITH AR4000W JOINT SEALER (OR EQUIVALENT) CHECKED: GAG SCALE: SCALE: NONE EC1 NOTED CONT090T NO: CT/M119 -93 F 1 1/4 "0x18" ® 18" O.C. CAP & GREASE ONE END JOINT FILLER. 3/EC102 King County —1i1 -111_ 1 -11I —I 11 -111 ISOLATION JOINT DETAIL ' SCALE: 3/4 "= 1' - -0" 102 G H ASPHALT CONCRETE CLASS "B" EXISTING ASPHALT CONCRETE SURFACE CRUSHED SURFACING TOP COURSE SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY PAVING DETAILS 1" IDx2" PLASTIC EXP. CAP W/ 1" STYROFOAM BETWEEN DOWEL AND END OF CAP. TAPE TO BAR FOR WATERTIGHT SEAL. AT EXISTING CONCRETE PAVING, DRILL HOLES TO ACCEPT HALF DOWEL BASE LENGTH. EPDXY NOTE: TO BE INSTALLED AT CONCRETE DOWEL !N PLACE. PAVEMENT PATCH OVER CONDUITS AND AT CONSTRUCTION JOINTS IN NEW CONCRETE CITY OF 1UKWILA APPROVED SCI 51997 BUILD DIVISION CIT VOFE7U10919 Jill. 2 2 1997 PERMIT CENTER 1 Y lu lO2ij G H DATE: JULY 15,1997 nu M0: DRAWING N0: EC102 SHEET N0: OF 3 12 GENERAL NOTES CODE INFORMATION ABBREVIATIONS 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND CITY TUKWILA ORDINANIVAN CES ES IN IN FORCE AT THE E TIME O OF PERMIT SUBMITTAL. . 2. VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB PRIOR TOE T WITH THE WORK. DISCREPENCIES, ANY, ARE TO BE REFEE RRED ED PROCEEDING TO THE HE ENGINEER IMMEDIATELY Y FOR FOR DETERMINATION ON HOW TO PROCEED. 3. IN GENERAL, THE PLAN DIMENSIONS SHOWN ARE: A. TO THE FACE OF STUDS B. TO THE FACE OF MASONRY OR CONCRETE 4. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS AND ROUGH -OUTS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT, AND SHALL VERIFY THE SIZE AND LOCATION BEFORE PROCEEDING. 5. PROVIDE CLOSURE, MEETING WITH THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES, AT ALL GAPS AROUND PENETRATING DUCTS, PIPES, CONDUITS, ETC., AT ALL FIRE RATED BUILDING PARTITIONS AND CEILINGS. 6. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS AND EQUIPMENT, AND INSTALLED BY HIMSELF OR OTHERS, TO PROCEEDING G WITH THE WORK. 7. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND SYMBOLS. 8. COORDINATE ALL OPERATIONS WITH THE ENGINEER, SUCH AS AREAS TO BE USED FOR MATERIALS STORAGE, DELIVERY ACCESS TO AND FROM WORK, SPECIAL NOISY OPERATIONS, TIMING OF WORK, SEQUENCE OF OPERATIONS, INTERRUPTIONS OF MECHANICAL AND ELECTRICAL UTILITIES, ETC. 9. THE SPECIFICATIONS, BOUND SEPARATELY, ARE A PART OF THIS CONTRACT. • 10. PROVIDE GALVANIC INSULATION BETWEEN ALL DISSIMILAR MATERIALS. 11. ALL PATCH PAINTING SHALL BE EXTENDED TO THE NEAREST WALL BREAK FROM FLOOR TO CEILING, UNLESS NOTED OTHERWISE. 12. NEW FINISHES SHALL MATCH ADJACENT FINISHES UNLESS NOTED 13. ALL MATERIALS INDICATED , MATCH PATTERN, T TIUG XTURE TEXTURE, MATERIALS S HA DO SO WITH RESPECT TO TYPESHAPE, SHALL COLOR, R, , E, SI SPE, LO AND METHOD OF INSTALLATION INSOFAR AS PRACTICAL, AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 14. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM THE INSTALLATION OF NEW WORK AND REMOVAL OF EXISTING WORK INCLUDING MECHANICAL, STRUCTURAL AND ELECTRICAL PORTIONS OF THE CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISH AND LEVEL OF ADJACENT SURFACES, OR SHALL 9E IN THE PROPER CONDITION TO RECEIVE NEW FINISHES AS SCHEDULED. 15. EXISTING AREAS DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED AND FINISHED TO MATCH ADJACENT 1 16. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AS WELL AS SHOP DRAWINGS AS APPROVED BY THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK, 17. EACH INSTALLER (SUB - CONTRACTOR) SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO SECURE COMPLIANCE OF DRAWING AND SPECIFICATIONS CONCERNING THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT. 18. ABBREVIATIONS; THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ENGINEER /ARCHITECT WILL DEFINE THE INTENT OF ANY ABBRREVIATION IN QUESTION. 19. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER. II 20. THE CONTRACTOR IS CAUTIONED TO MAINTAIN EXISTING SITE /BUILDING CIRCULATION AND PARKING ON SITE AT ALL TIMES. 21. REFER TO DRAWINGS AND SPECIFICATIONS FOR MAINTAINING FACILITY OPERATIONS AND CONSTRUCTION COORDINATION REQUIREMENTS. 22. THE CONTRACTOR IS TO VERIFY ALL UTILITY REQUIREMENTS TO ALL NEW AND OWNER RELOCATED EQUIPMENT. THE CONTRACTOR IS TO PROVIDE UTILITY DISTRIBUTION SYSTEMS TO POINT OF EQUIPMENT CONNECTION TO NEW AND OWNER RELOCATED EQUIPMENT UNLESS NOTED OTHERWISE. 23. THE PRE - ENGINEERED METAL BUILDING UNDER SPECIFICATION SECTION 13120 SHALL BE SUBMITTED UNDER SEPARATE PERMIT. ('�/y 7-O2M ^ 94' UNIFORM BUILDING CODE PROJECT CLASSIFICATION ACOUS ACOUSTIC, ACOUSTICAL EXP EXPOSED NOM NOMINAL ACT ACOUSTICAL TILE EXT EXTERIOR NTS NOT TO SCALE APPD APPROVED FEC FIRE EXTINGUISHER CABINET OC ON CENTER APPROX APPROXIMATE FD FLOOR DRAIN OD OUTSIDE DIAMETER ARCH ARCHITECTURAL FIO FURNISHED & INSTALLED BY OWNER OPG OPENING BLDG BUILDING FOIC FURNISHED BY OWNER, PLY PLYWOOD BOT BOTTOM INSTALLED BY CONTRACTOR RB RUBBER BASE BM BEAM FLR FLOOR READ REQUIRED BD BOARD REV REVISED /REVISION FP FIREPROOF C TO C CENTER TO CENTER RM ROOM CAB CABINET Fr FEET /FOOT RUB RUBBER GAL GALLON CHAP CHANNEL SCHED SCHEDULE/ SCHEDULED CITY CITY OF TUKWILA GEN GENERAL SECT SECTION CJ CONSTRUCTION /CONTROL JOINT GL GLASS, GLAZING, GLAZED SHT SHEET GWB GYPSUM WALL BOARD CL CENTER LINE SPEC SPECIFICATION HC HOSE CABINET CLG CEILING SQ SQUARE CMU CONCRETE MASONRY UNIT HDWD HARDWOOD STL STEEL HDWR HARDWARE COL COLUMN STRUCT STRUCTURAL CONC HM HOLLOW METAL CONCRETE TEL TELEPHONE CONTINUOUS HOR HORIZONTAL TE THROUGH CENT HT HEIGHT DEPT DEPARTMENT ID INSIDE DIAMETER TOIL TOILET DU DETAIL TW TOP OF WALL DF DRINKING FOUNTAIN IN INCH TYP TYPICAL DIA DIAMETER LAB LABORATORY LAM LAMINATE, LAMINATED UNFIN UNFINISHED DIM DIMENSION LAV LAVATORY VAR VARIES /VARIABLE DR DOOR LT LIGHT VERT VERTICAL DS DOWN SPOUT LTG LIGHTING VP VENEER PLASTER DWG EACH DRAWING MFR MANUFACTURER W/ WITH EA MAS MASONRY W/O WITHOUT ELEC ELECTRICAL MECH MECHANICAL VC WATER CLOSET EQUIP EQUIPMENT MIN MINIMUM WD WOOD WP WATERPROOF EW EACH WAY MO MASONRY OPENING WS WEATHERSTRIP EXH EXHAUST MTL METAL WT WEIGHT EXIST(G) EXISTING NIC NOT IN CONTRACT A OCCUPANCY CLASSIFICATION: GROUP B - NEW EDUCTED SOLIDS HANDLING FACILITY B. _XISTING OCCUPANCY SEPARATION: EXISTING 1HR SEPARATION EXTENDING NORTH /SOUTH NO REQUIREMENT FOR SEPARATIO C. CONSTRUCTION TYPE TYPE V -N D. FIRE RESISTIVE REQUIREMENTS ELEMENT TYPE V -N EXTERIOR BEARING /NON- BEARING WALLS N INTERIOR BEARING WALLS N STRUCTURAL FRAME N PERMANENT PARTITIONS N ROOF /CEILINGS N E. ALLOWABLE FLOOR AREA 02 BASIC ALLOWABLE AREA 8,000 SF (TABLE 5 -B) F. ACTUAL TOTAL BUILDING FLOOR AREA 2,400 SF 90' NFPA PORTABLE FIRE EXTINGUISHERS PROJECT DATA LEGAL DESCRIPTION SCOPE OF WORK PROJECT DATA THAT PORTION OF NORTHEAST QUARTER OF SECTION 9, T. 23N., R. 4E., W.M., AND OF ThE NORTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF SECTION 10, T. 23N., R. 4E., W.M., KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER OF SECTION 9; THENCE N89 14' 10" W, 224.42 FEET ALONG THE SOUTH LINE SAID NORTHEAST QUARTER TO THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (AKA SR 99); ( ) ; THENCE ALONG SAID EASTERLY MARGIN NORTHWESTERLY 437.32 FEET ALONG THE ARC OF A NON- TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1265.90 FEET, THE RADIUS POINT OF WHICH BEARS S88 13' 22" W, THROUGH A CENTRAL ANGLE OF 19 47' 37" TO THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO.1 (AKA SR 599) AND A POINT OF CURVATURE; THENCE ALONG SAID SOUTHERLY MARGIN EASTERLY 313.19 FEET ALONG THE ARC OF A NON- TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1502.40 FEET, THE RADIUS POINT OF WHICH BEARS N 12 21' 45" E, THROUGH A CENTRAL ANGLE OF 11 56' 37'; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN N 00 25' 08" E, 10.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN EASTERLY 225.19 FEET ALONG THE ARC OF A NON- TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1492.40 FEET, THE RADIUS POINT OF WHICH BEARS N 00 24', 08" E, THROUGH A CENTRAL ANGLE OF 08 38' 44 ". TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN N 81 46' 24" E, 393.60 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN S 86 45' 29" E, 365.88 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE ALONG SAID WESTERLY MARGIN S16 29' 06" E, 534.84 FEET; THENCE S 78 43' 27' W, 415.05 FEET; THENCE N 87 30' 37" 726.40 FEET TO THE WEST LINE OF SAID SOUTHWEST QUARTER OF SECTION 10; THENCE N 01 48' 37" E, 107.22 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING. CONTAINING 16.00 ACRES, MORE OR LESS. NOTE: 1) THE SITE CONTAINS 18.3 ACRES, MORE OR LESS, INCLUDING EASEMENTS. 2) ALL QUANTITIES LISTED ARE FOR PERMIT APPLICATION PURPOSES ONLY AND NOT TO BE USED FOR BIDDING PURPOSES. A NEW 2,400 SF FACILITY FOR THE STORAGE OF EDUCTED SOLIDS AT THE SOUTH BASE ANNEX SITE. THE BUILDING IS ESSENTIALLY A SHED AND CONSISTS OF A SLAB ON GRADE SURROUNDED ON THREE SIDES BY A FOUR FOOT HIGH STEM WALL WITH A PRE - ENGINEERED METAL BUILDING ERECTED ON TOP OF THE STEM WALL. THE FOURTH SIDE IS OPEN FOR ACCESS BY EDUCTOR TRUCKS AND LIGHT EQUIPMENT. THE EASTERN THIRD OF THE SLAB GIVES WAY A RAMP TW OIPMETT. WO FEET BELOW THE FINISH NISH FLOOR LEVEL WHERE E THE SOLIDS WOULD INITIALLY BE DUMPED. ANY STANDING WATER WILL BE DRAWN OFF AT 'HIS LOCATION BEFORE A SMALL LOADER WILL MOVE THE WET SOLIDS AND SPREAD THE MATERIAL AROUND THE REMAINDER OF THE SLAB FOR EVAPORATIVE DRYING. WHEN DRIED, THE MATERIAL WILL BE LOADED INTO TRUCKS AND SENT TO A LANDFILL. THE MATERIALS IN QUESTION ARE NOT IDENTIFIED AS HAZARDOUS OR TOXIC. ELECTRICAL SERVICE WILL BE SUPPLIED TO THE BUILDING FROM THE EXISTING WAREHOUSE FACILITY. THERE ARE NO MECHANICAL OR PLUMBING SYSTEMS PROVIDED FOR THE BUILDING. L P GI IVGFTU K D APPROV E OCCUPANCY TYPE: B CONSTRUCTION TYPE: V -N BUILDING SQUARE FOOTAGE: 2.400 SF BUILDING HEIGHT: APPROX. 25 FEET SIESMIC ZONE: 3 � '3 1�UI 9 97 ( - - -- �`4p1 R cm of TUKWILA _,.. PERMIT C ENTE R ON, E INCH AT FULL SIZE, IIF NOT ONE INCH SCALE ACCORDINGLY 1 DESIGNED: DWI IP - 'v 177 E T R 0 "uodp°"4 °F 13-ttx DATE: 7/15/97 � RECISTEAED I" ARCHITECT ! DRAWN: �� Timm 1 SFG CHECKED: DWT scar =: 1'1 FACILITIES MAINE. SOUTH IMPROVEMENTS PROJECT EDUCTED SOLIDS HANDLING FACILITY NOTES, CODE GENERAL NOTES CODE INFO AND PROJECT DATA FILE NO; a1212E101 4121 RECOMMENDEO: DR 1 01 CONIMCf NO. CT/M - 93 No. REVISION BY APP'D DATE APPROVED: SHEET NO: OF 4 12 A B C • D F F H H No. Pqri-ozy8 C3MG COST EST. SCHED. 6 9 97 A A REVISION • B BY FLAMABLE STORAGE A= 19'47'37" R = 1255.90' L = 437.32' APP'D DATE EXISTING FIRE HYDRANT C A= 11'56'37" R = 1502.40' L = 313.19' NEW EDUCTED SOLIDS HANDLING FACILITY PRE— ENGINEERED BUILDING ON CONCRETE SLAB ON GRADE W/ EXIST. STEM WALLS TO 4' -0" STRUCTURAL ABOVE SLAB ELEVATION FILL/ DEMO EXISTING GATE, INSTALL •' NEW CHAIN LINK GATE, LOCK BY FIRE DEPARTMENT TRUCK LOADING AREA XISTI SLIDING GATE Nm EMPLOYEE PARKING AREA AS ALT PAVEMEN UT ENTRANCE EXIT 1 ROAD - -- ' SOUTH I SR \I NRV PARKING AREA '14 tO EXISTING EXISTING ▪ m FIRE FIRE o 5 HYDRANT HYDRANT N 00'29'08" E 10.00' SOUTH R SR59 _ FACILITIES MAINTENANCE SOUTH DEPTH OF EXISTING CONDUIT: APPROX. 20" BELOW PAVING SURFACE EXISTING FIRE HYDRANT • w z CONCRETE MEDIAN BARRIER --� • o 0 A= 08'38'44" R = 1492.40' I_ = 225.19' I lEXISTING 20' SLIDING GATE LOCATION OF EXISTING CONDUIT STUBS FROM FACILITIES MAINT. BLDG. CONC. PAVEMENT CUT AT EXIST. CONTROL /CONSTRUCTION JOINTS ROUTE OF No CONDUIT, HAND DIG TRENCH, MAINTAIN EXISTING VEGEEAT1ON AT STREAM & FENCING • 87 -6" 60' -0" x E EXISTING ASPHALT SURFACE x EXISTING LINE OF FENCE POSTS, ACCESS TO CONTRACTOR'S STAGING AREA N 8 1.4 6'2�x x x EXIST. PAVING EDGE NEW PAVING AREA EXIST. CATCH BASIN PAVING CUT SOUTH BASE ANNEX - FACILITIES MAINTENANCE SOUTH 304 REGISTERED ARCHITECT EPH W. CHAUNCEY LIE OF WASHINGTON EXISTING FIRE HYDRANT DESIGNED: DWT DRA APPROVED: OMMENDEO: F CHECKED: DWT SCALE: 1" = CONTRACT NO CT/M119 -93 EXISTING CHAIN LINK FENCE Ms Count., C H SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY SITE PLAN 01Y OF 1100 APPROVE 00 5 1997 RUIIDI D s 0M CITY OF TUKWILi .1 UL 2'219'17 PERMIT CENTER DATE: DRAWING N0: 7/15/97 FILE N0: 41212A10.DWG EA102 SHEET N0: OF 5 12 A 9 C D E F • No. pq7- p2ya NEW CONDUIT LINE OF EXISTING PAVED ROAD • 0 BY APP'D L_ REVISION DATE FIRE EXTINGUISHER CABINET r 20' -0" 4' -0" x 8' -0' PLYWOOD PANEL FOR MOUNTING ELECTRICAL CONDUIT OUTLETS AND PANELS AND FIRE EXTINGUISHER L EXPANSION JOINT LINE OF FOOTING SEE STRUCTURAL FLOOR PLAN 1/4" = 1' -0" P 7 SLAB ON GRADE +0" SEE STRUCT. FOR THICKNESS & REINFORCING, APPLY CEM NTITIOUS CAPILLARY WATERPROOFING OVER ENTIRE SLAB AND INTERIOR STEM WALLS OUTSIDE FACE OF METAL SIDING (PRE— ENGINEERED BUILDING) EA40SD, 60' -0" 20' -0" CONC. PILASTERS ® 4'- 0" T.O.C„ TYP. '1 4 EA402 L 0 4 ' REGISTERED ARCHITECT MANN' CHADNCEY t0E OF WASHINGTON 20' -0" 0_ TIGHTLINE DRAIN EA402 FROM DOWNSPOUTS 040100EO: DWT DRAWN: FG RECOMMENDED: APPROVED: • D 11 CHECKED: DWT 6 " 0 l U L J SCALE: 1/4" = 1' - 0" CONTRACT NO: CT/M119 -93 0 / EA402 / / EDGE OF PAVING BEGIN RAMP AT THIS LINE TIGHTLINE DRAIN FROM DOWNSPOUTS TO CATCH BASIN �SIM EA402 �SIM wgIlw END RAMP AT THIS LINE / TO CATCH BASIN CITY OF 16666 APPROVED 661 5 1997 0 BUILDING RECEIVED CITY OF TUKVALA JUL. 22Ei17 PERMIT CENTER SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY FLOOR PLAN GATE: 7/15/97 OLE N0: 41212A20.DWG DRAWING NO: EA301 SHEET N0: OF 6 12 0 H A • No. ig702 • RENSION r BY APP'D DATE NORTH ELEVATION ("2 1/4 = 1' -0" EA401 1 L_ CONCRETE PIER (CAST -IN PLACE) a14 REGISTERED ARCHITECT Hi W. CHAUNCEY OF WASHINGTON DESIGNED: DWT DRAWN: FG RECOMMENDED: APPROVED: L CHECKED: DWT SCALE: 1/4 = 1 , -0 " CONTRACT N0: Co int CT/M119 -93 CITY OF TUKWILA APPROVED act 51997 SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY BUILDING ELEVATIONS BUILDING DIVISION RECENEO CITY OF TUKWIA JUL 22In? PERMIT CENTER DATE 7/15/97 Ram: 41212A21.DWG DRAWING N0: EA401 SHEET NO: OF 7 12 0 N B L_ O C _1 SOUTH ELEVATION n 1/4" = 1' -0" EA401 STEEL WEB JOISTS TYP. EA402 2 D r —r - 1 L J _ 1 3 EA402 • © ROOFING BEYOND '14 EA402 A B C D EA402 CAST -IN PLACE CONC. WALL BEYOND r� L L _ CROSS E F CROSS BRACING 2 WEST BAYS ONLY STEEL COLUMN E O mREProiw 00E4_ Asidllmb METAL ROOFING METAL GUTTER METAL SIDING PANELS METAL DOWNSPOUT, TIGHTLINE TO CATCH BASIN, SEE SITE PLAN CONCRETE STEM WALL GRADE METAL SIDING OVER GIRTS ATTACHED TO STEEL COLUMNS, PROVIDE CLOSURE STRIP AT EXPOSED Z VERTICAL EDGE INTERMEDIATE 5 BRACING BEAM w I O H SEE STRUCTURAL FOR FOOTING DESIGN • • F 0 0 H N 1 2.75 (MAX.) PRE - ENGINEERED METAL BUILDING TO BE SUBMITTED UNDER SEPARATE PERMIT DIVIDING WALL BETWEEN RAMP AND DRYING AREA CONCRETE SLAB ON GRADE, SEE STRUCTURAL w m THICKENED EDGE FOOTING, SEE STRUCTURAL INTERMEDIATE COLUMN BEYOND irNO � HO RIZ. GIRTS ---------------\ ------- � \ ��_ / ' -- - A ' 4 4 1 I it, -71-;-.1 - - - Ip pf -------„, p t rn Mill 1 PLYWOOD ON INTERIOR FACE OF WALL NEW ELECTRICAL CONDUIT FROM FACILITIES MAINT. BUILDING, RUN UP OUTSIDE FACE OF STEM WALL TO PLYWOOD PANEL MOUNTED INSIDE SIDING No. Pq7 -0248 A A WEST ELEVATION (EAST ELEVATION SIMILAR) >� 1/4" = 1' -O" EA402 REVISION • \ oG � o • \ \\\W g moo, \� i , / 4 ' ' ° a CONCRETE SLAB ON GRADE, APPLY CEMENTITIOUS TO SLAB \/ \/\ V; WALL SURFACES AIN EROOR ING SECTION THROUGH FOOTING /STEM WALL EA402 B BY APP'D T- L L T- L _�_J �13 EA402 sl sl. DATE v EA402 DOWNSPOUT BEYOND METAL SIDING PANELS STEEL COLUMN METAL GIRT PROVIDE NOMINAL GAP BETWEEN METAL SIDING AND PILASTER LINE OF STEM WALL BEYOND CONCRETE COLUMN SUPPORT PILASTER TIGHTLINE DRAIN TO CATCH BASIN (WHERE SHOWN) 4" GRAVEL UNDER SLAB 0 12" METAL FACIA • METAL GUTTER & DOWNSPOUT CONCRETE STEM WALL 0 0 E F G H L J BUILDING SECTION A -A 1/4" = 1' -0" SECTION THROUGH 1 /2" = 1' -0" 4 E ( REGISTERED ARCHITECT • F V METAL ROOFING BY PRE - ENGINEERED METAL BUILDING SUPPLIER STEEL GIRDER FOR PRE - ENGINEERED METAL BUILDING STEEL JOISTS EA402 FOOTING /STEM WALL EA402 0 L DOWNSPOUT BEYOND METAL SIDING PANELS STEEL COLUMN METAL GIRT PROVIDE NOMINAL GAP BETWEEN METAL SIDING AND PILASTER CONCRETE STEM WALL CONCRETE COLUMN SUPPORT PILASTER BEYOND TIGHTLINE DRAIN TO CATCH BASIN (WHERE SHOWN) 4" GRAVEL UNDER SLAB CITY OF 1UNWILa AP pRpVED OCT 1997 CONCRETE SLAB ON GRADE, APPLY CEMENTITIOUS GDNISIO CAPILLARY WATERPROOFING 00ILDIN TO SLAB AND INTERIOR WALL SURFACES SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY BUILDING ELEVATIONS, SECTIONS & DETAILS METAL GUTTER AND DOWNSPOUT BY PRE- ENGINEERED METAL BUILDING SUPPLIER METAL SIDING CONCRETE STEM WALL, SEE STRUCT. TIGHTLINE TO CATCH BASIN, SEE SITE PLAN RECEIVED CITY OF TUKWILA ! 7I. 2 2 PERMIT CENTER H DATE 7/15/97 o0 nu N0: 41212A22.DWG DRAWING N0: EA402 SHEET N0: OF 8 12 FTG S'2E RE -BARS REMARKS F2,3 4'- 6'x8'- 9'X2' -0' 5.5 EA WAY F4 4' -•05' - 677 - 0' 5.5 EA WAY F5 4'- 8'X4' -6'M -' 6.5 EA WAY E F G H • t • C) I ! SFCTION 'A" SCALE 1/7.1 -0' L IT I y Ih L Pq7 -ozci8 No. REVISION — 7 ILL I J 5 -1 TOF 0 -10' Tm 20 -0 TOF O -l0 / TV. FOOTING SCHFDULF T ®2 EA WAY / 1' PICAL •36OVT96ICAL 0 24 SFCTION °R° SCALE 1/2'0 -0' • 6' SL a. GRADE •3017 EA WA I C I L u I \J� NOTE ELEVATION AT THE TOP OF SLAB 00'. TCE_0 -30' 960' ./42. SEE G./42 BY APP'D DATE SECTION 'D SCALE 1/24 -0' 9• SLAB ON GRADE .3017 EA WAY TSB CJ.- 'AOR5' 1 T SEE'A/92' TOE 30' 1 TOF 0 - z0' TOF O -3A 20' TQ. X3.0 STEP FIG ° \ 1 - 1 L I I 9' SLAB ON GRADE .3612' EACH WA TOP AND BOTTOM SFCTION 'C' SCALE 12'1-0' L J I S -1 I Y2')(IB' PLNI'HRYP�AL 6603 1 4 M"M m I 719..(101 YPIC III n q EA WAY .3 24' *3612711RICAL .36127TYPICAL bI 24• ..NT 24' -' i -- =1= 9'-0• SCALE 1/2'0-0' • FRAME n GRID '1' FRAME cw GRID '4' SCALE 1/8'-1 -0 FRAME n GRID ' Cr SCALENE', SECTION "F' SECTION 'F' SCALE 12 -0' 12366' PLNTH/TYP0AL 6.7 VERTICAL .3 TES O4' I..FORM 6 04 STEEL SEE NOTE SEE SCFEDIAE FOR FOOTING RE -BARS 2.4/009.6 PLINTH 1 TOO 64 CROSS BRACNG9 DESIGNED: HKK DRAWN: HKK RECOMMENDED: PRE - ENGINEERED BUILDING FRAMING ELEVATIONS S ALE IF '-r -• CHECKED: HKK SCALE: AS NOTED CONTRACT N0: CT/M11 -93 TOG 040 II PRE- ENG.EEREO STEEL FRAME II SEE STRUCTURAL NOTE II II II II NOTE: SEE SCHEDULE FOR FOOTING RE -BARS. SFCTION ' G " SCALE: 1 /2M -0' 12706' PLNTH/TYROM_ 6 7 VERTICAL .3 TES 0 4' U'YFORM TOG 640 FRAME a GRID `2 &3' SCALE 1/9'0 -0 SCALE 1/6•.1 -0' CROSS BRACN35 PERMTTED FRAME 0 GRID 'A' SCALE: 1/9'=0 -0• FOUNDATION PLAN SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY BOLDING DIVISION ECEIVED CITY R OF TUKWILA JUL 22 PERMIT CENTER GATE: FILE N0: DRAWING N0: 7/15/97 FRAMING ELEVATIONS ES -101 SHEET N0: OF 9 12 6 No. A 1 1/2' DEEP SAW CUT JOINT FILLED WITH d. JOINT AT 2O EA WAY MESS NOTED 01IERWSE d WAY L CUT RE -BARS AT .011 JOINT "A" 1 1/2' DEEP SAW CUT JOINT FILLED WITH JGNT ELLER d 5 /BD %24' SMOOTH DOWEL ti 12' O.G BONG BREAK AT ONE END JOINT 'B" Pg7—OZyB REVISION • SLAB DETAILS 'A' SCALE 1/2'-1 -0' 1 1/2' DEEP SAW CUT JONI FILLED WITH JOINT FLLER /0011 AT 20' EA WAY ESS NOTED 0T1£RN0SE JOINT "C" .3m, FA WAY — CUT RE -BARS AT JOINT 1 1/2' DEEP SAW CUT JOINT FLL ER WITH 5/419 O 0 24' SMOOTH DOWEL . DOW BREAK AT ONE ED JOINT "D" BY APP'D C DATE NOT USE INS TYPICPL DETAIL 011ERE STEP FOOTING !S REO 44000 STEP UP OR 00WN FOOTINGS BASED ON T1E RATIO OF 10/2/4 .305'012' ADDITIONAL STEP FOOTING "B' SECTION 'C" SCALE 12' SCALE V2'0' A B C • D DESIGNED: HKK DRAWN HKK RECOMMENDED: APPROVED: 7 CHECKED: 099 SCALE: - 1/2 " =1' -0" CONTRACT N0: CT/M119 -93 King County • S TRUCTU R A L NOTES: DESIGN LIVE LOADS: ROOF 25 P01 0000010 FLOOR :250 PSF OR 301E LOAD 40K - SLAB ON GRADE SL6GRADE MOOLLUS 9100 PO SOL BEARING '3,000 P01 SEE GEOTECH4CAL REPORT DATED 5/14/'46 BY HONGVrEST 8 ASSOCIATES. VMD 80 MPH ENSIOSLRE C 610 PARTIALLY ENCLOSED STRUCTURE WSW :ZONE 3 SPECIAL NOTES: CONTRACTOR SHALL COORONATE ALL METEORS AND DETALS BETWEEN ARCHTECTIRAL AND STRUCTURAL ORAWMNGS PRIOR TO CO0ENCNG WORK SHCUD THERE BE ANY CONFLICTS, NOTFY ARCHTECT FOR CLARE OIRASSONG FROM RE ORAWNGS OR SPECFICATONS OR INADVERTENT MSLABELNG OF DETAILS OF WORD NHCH ME MANFESTLY NECESSARY TO CARRY OUT T1E INTENT OF THE DRAWINGS AND SPECIFICATIONS. CA 08001 ARE OJS00MARLLY PERFORMD SHALL NOT HELEN E THE CONTRACTOR FRCAA PERFORMS :LICH DMNTED OR NADVERTBNT MGLABLED OETAl3 OF TIE WARD BUT TREY SHALL BE PEY 0R,ED AS F FULLY AND CORRECTLY SET FORTH AND DESCRIBED N T. DRAWINGS AND SPECFICATONS. SHOP BRA01OS SHOP DRAWINGS SHALL BE CEECKEO AND APPROVE] BY THE GENERAL CONTRACTOR PRIOR TO SL6040SON TO ARCHTECT FOR RENEW AND CONSENTS. THE RENEW OF SHOP GRAWWGS By BNGNEER OR ARCHTECT IS FOR GENERAL CONFORMANCE WTI DESIGN CONCEPT MY AND DOES NOT REEVE THE FABRCATOR /VENDOR OF RESPONSBLITY CONFORMANCE WITH DESGN DRAWINGS AND SPECIHCATINN0 ALL OF MOH HAVE PRIORITY OVER THE SHOP DRAWING THE GENERAL CONTRACTOR SHALL BE RESFONSB10 FOR 'NNE COORDINATION OF 010!800109 AND DETALS FOR SUBCONTRACTORS ALL STRUCTURAL NE0@BRS SHALL BE FABRCATEO BY CBOABULON0 OF0CW- MIMED FABRICATOR. ALLOW 10 WORKING DAIS FOR ARCHTECT'S RENEW OF SDP ORAWNOS PER 816110001_ SLAB ON GRADE SUBORADE FOR 00A0 SHALL BE PREPARED AS PECOMR.DDED BY GEOTECH1CAL ENGINEER N THE REPORT FRONDE 9' SLAB WTH 43012 OO EACH WAY TOP AND BOTTOM UN NOTED OTEERWSE FOUNDATION SUBGRADE PREPARATION 511A - N ACCORDANCE 'NTH TEE REPORT. SEE THE REPORT FOR TIE RECOMMA3DED STE PREPARATION 00 NOT POUR CONCRETE WTHODT APPROVAL OF TIE S BGRADE FROM GEOTECHICAL BNGEER CONCRETE CONCRETE SHALL HAVE A 0180,11,86001302/002 P.2145 1/2 SACKS OF CEMENT PER CU ND OF CONCRETE) FOR FOOTINGS AND STEM WALLS AT 28 DAYS. LNAT TIE WATER CEMENT RATIO TO 0.5. CONCRETE WORK SHALL BE PERFORMED N ACCORDANCE WITH AO 301 SPECFICAPON FOR STRUCTURAL CONCRETE FOR BLINDING'. SUBMT THE 110 DESIGN FOR RENEW AND COM.ENT. RENFORCNG BARS ALL RE -BARS SHALL MEET ASTM A815 GRADE 80 MEW TIES STRRLP5 AND DOWELS ARCH SHALL MEET GRADE 40 RE -BARS TO BE WOWED SHALL MEET ASTM 0100. SPLONG PM DETALNG9 OF RE-BARS SHALL BE N ACCORDANCE WITH WI 318 ' MONO CODE' AND A01 315 DETALNO MANUAL'. PROVIDE MATCING CORNER BARS AND 00WES WIN 300 LAP SPLICE FOR ALL STEM WALL AID FOOTING CORNERS AND NRERBECTI'NS. CONCRETE COVER FOOTING : 3' AT BOTTOM 2' AT SIDES WALL : CENTERED L8' ESS DETALE0 OTTERS : Sff OETAL9 GROUT: THE GROUT FOR STEEL BEARING RATES SHALL BE MASTERFLOW 928 BY MASTER BLUER OR EQUAL APPROVED BY ARCHTECT. 9ODN0 AGENT SHALL BE CONCRESVE BY MASTER BULDFA OR EQUAL APPROVED BY ARCHTECT. SLIDING MANUFACTURERS BROCKRE FOR RENEW AND APPROVAL PRE- FNGNEERBD METAL STRUCTURE CONTRACTOR SHALL PROVIDE A CO.PLENE ENGEERING OF THE PROPOSED NETAL STRUCTURES N ACCORDANCE WITH TEE LOADINGS APO CODE P000000ED ABOVE SUM'S DESIGN CALCULATIONS AND DRAWINGS FOR RENEW AND COMMENTS BY STRUCTURAL ENGINEER SUBMIT TIE RENEWED DESIGN OHAWNOS AND CALCULATIONS TO THE BUILDING DEPARTMENT FOR PERMT APPROVAL FRAME FABRICATOR SHALL PROVDE ANCHOR BOLTS AND TEMPLATE TO TEE GENERAL CONTRACTOR FOR TEEM TO SET ANCHOR BOLTS PROPERLY. ALL 03B04TTAL3 SHALL BE STAMPED AND SIGNED BY STRUCTURAL ENGINEER *CEASED 14 TEE STATE OF WASHINGTON ELEVATIONS FOR FRAMES ARE SHOWN ON S-0 FOR INFORMATION. SEE ARCHTECTURAL DRAWINGS FOR OAENSIONS NOT SHOWN NOTE THAT TEE STRUCTURE B PARTALLY ENCLOSED. SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY STRUCTURAL NOTES AND DETAILS G NppRONI 001 '3 1997 BUILDING DIVISION ECEIVED CITY R OF 0009/00 JUL 2 F ,9;, PERMIT CENTER 11 DATE: 7 ILE N0 DRAWING N0: ES -102 SHEET NO: OF 10 12 A B B C D H • • • No. j17- O2y8 REVISION • FLAMABLE STORAGE BY APP'D DATE c � SOUTH R i � x [lN SR599 z = =x 0 \ l x !c PNL P2– (EXISTI NEW EDUCTED SOLIDS HANDLING FACILITY FACILITIES MAINTENANCE SOUTH 2 "C,3 #1 &1 #1GND POWER) 2"C (COMM) FIRE ALARM PANEL (EXISTING) NRV PARKING AREA VISITOR PARKING AREA ACCESS ROAD — -- - -_— • O X x (1) 2 "C,3#1 &1 #1GND (POWER) (3) 2 "C, (COMM) SOUTH R/W SR 592 A 'III Be r ona / Lange bartel , Inc Mechanical and Electrical Consulting Engineers _ 200 First Avenue W., Suite 205 Tel (206) 283 -8011 Seattle, Washington 98119 Fax (206) 283 -8035 EXISTING j ASPHALT SURFACE FIELD VERIFY LOCATIONS OF THESE CONDUTS. SEE SHEET ECI01i& EC102 EE102 (3) 7 3 #1 MM #IGND (POWER) C 2"C, MM) 1; 2" # CO 1 &1 #IGND (POWER) NEW PAVING AR EA SOUTH BASE ANNEX — FACILITIES MAINTENANCE SOUTH DESIGNED: MA DRAWN: UPA RECOMMENCED: APPROVED: • CHECKED: G7.11 SCALE 1" = 50' -0" CONTRACT NO CT/M119 -93 King County • • GENERAL NOTES 1. PROVIDE NYLON PULL LINES IN ALL EMPTY UNDERGROUND CONDUITS FROM MAINT BLDG. TO EDUCTED SOLIDS HANDLING FACILITY. 2. PROVIDE RED WARNING TAPE ABOVE SAND FILL IN ELECTRICAL DUCT BANKS. 3. SEE CIVIL DRAWING EC101 & EC102 FOR DUCTBANK LOCATIONS, DETAILS AND SAWCUTTING. 4. WIRE SHALL BE COPPER TYPE THWN. FLAG NOTES CONNECT TO EXISTING (4) 2 "C. 2 "PVC COATED RGS CONDUIT (COMM) SWEEPS. EXTEND UP TO 6' -0" AND CAP. (TYPICAL) CONNECT TO EXISTING RGS CONDUIT SWEEPS. EXTEND CONDUITS INTO BUILDING AS SHOWN. - PANEL ES. SEE ONE LINE DIAGRAM ON SHEET EE102. PROVIDE 20 AMP, WEATHERPROOF, DUPLEX, GROUND FAULT CIRCUIT INTERRUPTER, RECEPTACLE NEXT TO PANEL ES. RUN 1/2'C,2 #12 &1 #12GND FROM THIS RECEPTACLE TO PANEL ES, CIRCUIT 1. © PROVIDE JB BELOW PANEL. RUN 2 "C,3 #10 &1 #10GND FROM THIS JB TO PANEL P2 –D1 -1. EXISTING (1) 2 "0 (POWER) & (3) 2 "0 (COMM). PROVIDE 3 #1 &1 #1GND IN THE POWER CONDUIT. APPROV OCT 51997 BUILDING MSION ROCEIVE CITY OF TUNWILA JUL 2 2 1;27 PERMIT CENTER t Z J O N $- SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY ELECTRICAL SITE PLAN 611E 7/15/97 FILE NO DRAWING N0: EE101 SHEET N 11 O: 12 A B N 20 3(COMM)1GND (POWER) 1 — 2 "C,3 #I &I #1GND (POWER) 2 "C (COMM) 20 "x30 "x15" PLASTIC COMMUNICATIONS HANDHOLE & COVER CARSON SERIES 1324 1 I 1 1 1 1 2 "C,3 #1 &1 #1GND (POWER) 1 1 1 11 1 1 1 .L POWER AND COMMUNICATION HANDHOLE DETAIL SCALE: 3/4" = 1' -0" 30A /2P Q 2 #1 &1 #1GND 2"C (COMM) PANEL ES 100A 208/120V,10,3W #6 BARE COPPER Pg7-°Zy8 EDUCTED SOLIDS HANDLING FACILITY ONE LINE DIAGRAM No. REVISION BY APP'D DATE 20 "x30 "x15" PLASTIC POWER HANDHOLE AND COVER CARSON SERIES 1324 v A 'I Mechanical Be / Langebartei , Inc and Electrical Consulting Engineers 200 First Avenue W., Suite 205 Tel (206) 283 -8011 Seattle, Washington 98119 Fax (206) 283 -8035 D E T T T T 1 1 1 1 I I 1 I I I f 2"C,3 #1 &1 #1GND (POWER) 2"C (COMM) 20 "x30"x15" PLASTIC COMMUNICATIONS HANDHOLE & COVER CARSON SERIES 1324 2 "C (COMM) 2 "C, 3 #1 &1 #1GND (POWER) 20"x30"615' PLASTIC POWER HANDHOLE AND COVER CARSON SERIES 1324 -(3) 2"C (COMM) (1) 2"C,3 #1 &1 #1GND (POWER) — —2 POWER AND COMMUNICATION HANDHOLE DETAIL SCALE: 3/4" = 1' -0" Ilk FLAG NOTES NEW CIRCUIT BREAKER 10,000 AIC, CIRCUIT #15,17; IN EXISTING PANEL P2 -D1 -1. PANEL ES, NEMA 3R, SERVICE ENTRANCE LABEL, SURFACE MOUNTED, 30AMP MAIN BREAKER, 100A MAINS, 100% NEUTRAL, 10,000 AIC SYM, 12 CIRCUIT, 6- 20A /IP CIRCUIT BREAKERS, 6 ONE POLE SPACES WITH HARDWARE. PROVIDE A PERMANENT PLAQUE ON THE PANEL WHICH IS LABELED: "THIS PANEL IS FED FROM CIRCUIT 15,17 IN PANEL P2 -D1 -1. GROUND ROD, 3/4 "x8' COPPER CLAD. SOUTH BASE ANNEX EDUCTED SOLIDS HANDLING FACILITY ONE LINE DIAGRAM AND DETAILS G gI1V OF IU�E APPRU OcT 1ssT BU0.01N0 DIVISION C O TUKW ILA J 2 2 1D PEP OENTEF