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Permit D99-0289 - City of Tukwila - Foster Golf Course - Equipment Shed A
" Kinel , „,`,;;PY: • D99-0289 . 3900 Interurban Ave. So. Foster Golf Course Equip. Shed A City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Signature:_ WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000280 -0005 Address: 13900 INTERURBAN AV S Suite No: Location: Category: NOT Type: DEVPERM Zoning: Const Type: V -1HR Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N Contractor License No: CLEMBI099KF Permit Center Authorized Signature: Print Name:__ fk.cfnizp DEVELOPMENT PERMIT �.. (206) 431 -3670 Permit No: Status: Issued: Expires: D99 -0289 ISSUED 12/06/1999 06/03/2000 Date: IZ-CQ 49 Streams: Occupancy: SERVICE STATION UBC: 1997 Fire Protection: NONE East: .0 West: .0 OCCUPANT FOSTER GOLF COURSE EQUIP SHED A Phone: 206 433 -1843 13900 INTERURBAN AVE SO, TUKWILA, WA 98188 OWNER PUGET WESTERN,INC. TCO 17 -1346, PUGET POWER BLDG, BELLEVUE WA 98009 CONTACT WAYNE T. IVARY Phone: 206 525 -8020 5651 UNIVERSITY WAY, NE, SEATTLE, WA 98105 CONTRACTOR CLEMENTS BROTHERS INC PO BOX 7964, BONNEY LAKE, WA 98390 * k****************** k*******************************• k** ** *•k * * * * *•k * **k*** *** * *** * * *** Permit Description: CONSTRUCTION OF EQUIPMENT SHED "A" AND RELATED SITE WORK, PARKING AND PAVING (REPLACES EXISTING EQUIPMENT STORAGE AREA). PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE, LAND ALTERING, CUT 80CY & FILL 70 CY. ** k***************************************************** * *•k * * * * * * ** * * * * * * * * * * * * * *** * �: Construction Valuation: $ 120,556.80 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 80 Fill: 70 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Y Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N k*************** k****************** k**************• k***** *•k * * * * * * * * * * * * *•k * * * *kkk**•kk* TOTAL DEVELOPMENT PERMIT FEES: $ 1,955.23 **** k***************• k************************* k******k* *k* * * * * * * * * * * * * * * *•k * * ** * * *** * b Qi1 Date: \ D I hereby certify that I have read and examined th-ls permit and now 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 wo- , I am authorized to sign for and obtain this development pe 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. 14. CITY OF TUKWILA CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILITY INSPECTOR MR, GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND CIIMPIFTTON OF WOPK Al LFAT 24 HOURS IN ADVANCE. Address: 13900 INTERURBAN AV S Suite: Tenant: Type: DEVPERM Parcel #: 000280-0005 ***** Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the. Tukwila Building Division. 2. Al) . permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- , struction. These documents are to be maintained and avail- , able until final inspection approval is granted. Electrical permits shall be obtained through the Washington 'State Division of Labor and industries and all electrical work w11 be inspected by that agency (248-6630). 4. Plumbing permits Shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296-4722). 5. All mechanical work shall be under separate permit issued by the City of Tukwila. 6. All construction to be done in conformance with approved plans and requirements of the Uniform, Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for or an approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to, the first bui_16ing inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 9. The special inspector •shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 10. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 11. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12. All wood to remain in placed concrete shall be treated wood. 13. All structural concrete shall be special inspected (UBC - Sec. 306(a)1). Permit No: 099-0289 Status: ISSUED Applied: 08/13/1999 Issued: 12/06/1999 Project Name/Tenant: Ci ty of Tukwila Foster Golf Gourse Maintenance Facility (Fquipment She "Al Value of Construction: $120.120.00 Site Address: City State /Zip: 13lo0 Interurban Avenue South. Tukwila. WA 481RR Tax Parcel Number: 000300 -0049 Property Owner: City of Tukwila Phone: 906 - -1843 Street Address: City State /Zip: 6200 Southcenter Blvd, Tukwila, WA 98188 Fax #: 206 - 433 -1833 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Ivary & Associates Phone: 206 - 525 -8020 Street Address: City State /Zip: 5651 University Way NE, Seattle, WA 98105 Fax #: 206- 525 -8021 EPA PWA Engineers Phone: 425- 806 -5203 Street Address: City State /Zip: 10709 Beardslee Blvd., Bothell, WA 98011 Fax #: 425 -R06 -5204 Contact Person: Wayne T. Ivary Phone: 206 -525 -8020 Street Address: City State /Zip: 5651 University Way NE, Seattle. WA 98105 Fax #: 206 -525 -8021 Description of work to be done: Construction of equipment shed and related site work, parking and paving (replaces existing equipment storage area). Existing use: ❑ Retail ❑ Restaurant ❑ Multi- famil ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other city storage yard Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University © Other new city equipment storage shed Will there be a change of use? ❑ yes 3 no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ® none ❑ other (specify) Building Square Feet: 0 existing 2184 new 9 q 9 Area of Construction: on part of 70 acre go course 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 0 no quantities & Material Safety Data Sheets CITY OF TUKWILA 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. ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ® Flood Control Zone ❑ Hauling ® Land Altering 0 Cut 80 cubic yds. 0 Fill 70 cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est, quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dale application is e= c q Date application expires: 2- 1 3. 2000 Application taken by: (Initials) • LEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 APPLICANT RECIUEST.FOR PUBLIC WORKS.SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined bythe.Public.Works Department): BUILDING Q1 i. • • AUTHORIZED C ,• " f C' A ti - t •_ , ) Signature: AO . _ ` i • - "'r .! •w. - ..44 Date: • •' . • ', Print name: Bruce Fletcher for Don Williams '161 -1843 433 -1833 Address: 6200 Southcenter Blvd. ( t Ig i P : WA 98188 ' i : 1 ' ' vl ' =t'' A. /.l DITION /MUF ' AMIL Y PERMIT APPLICATIONS MUS SUBMITTED WITH THE FOLLOWING: n itirtIIT P�STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL 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 ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433-0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ® Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. • 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ CO Vicinity Map showing location of site ❑ ® Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ® Mechanical Drawings ❑ 12 Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ® Architectural drawings ❑ ® Specifications (if separate document) El © Structural Calculations El N/A El Sprinkler structural calculations indicating Toad of water - filled sprinkler piping El ® Height Analysis ❑ ® Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ® Topographical and Boundary Survey El N/A ❑ Tree Coverage Analysis (Multifamily only ) ❑ ® Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ Cl Completed Land Use Applications if not previously submitted (Le. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ a Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ N /A❑ 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) ❑ N /A❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, 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 thls submittal. I HEREBY CERTIFY THAT 1 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. NCPERMIT.DOC 1/29/97 li n, ".. _ . t"Tri t.(0/!7 ,7 T14! .z4 - 41w1,1 , ii."4 ii r: + : •. , r,'; P(e C hGL rc , lt'.. ACC. i a�1,112i�t, tY! tit:rt .L..•. t r:1'A:k:k:1 .1“sk*A*. *.** A'.:!• ;4;V•* k:E *k*k *•k'A * *k *: V** At. 4hV . *.A.A*:k•A:k:4:t•:V*k:1A•1•s C1t '0f•. TUI�1s1L.A. WA 6. 1 6 \70 1 1 ' 441 *:t*A*fiki4h,ki•k*kk:l4.;1 *4— :.: k:4rt***A 1:l:1a *. k*:#A .A.har.4**A- *** *•k IPANGNIT Number: Rgfi00198 tlmrkunt: 42.00.12i0t,/. 9 10:00 l'atiinent; :{1et:{�t�d: AC�:,'r taotaticn:.TW4 PtJl.r.ORI: In•ib: •fLU Pt rtti•i t:' tic: I) i)EVPEI01 I}LV1 LOPMENT' PERMIT Parcel No 000280-00'05 5-it;e :Adds' ss: 1:3900 INTERURBAN AY a Total reet.i: 1.955.23 Thil3 Payment 42.00 1otacl ALL Pmts 1,955.23 Balance: .00 oVA*?* t1** 9sV** tk*** kk\** dt****A*4*** 4.4 , 4 *1*** * *** ***** *• **•:t *:4 ** k * *t, Accoan l; Code De$ci•) n{; i inn AmocAn t 000/3; 2.400_ ['LUCID ZONE UON1 UOL - •50.00 000/322.100 LAND ALTERING I'ERMl•r 1'CE 541.50 000/345.830 LAND ALTERING PLAN CHECK 37.50 r— IA lvD. • If * * * * * * * **** * * * * * * * * * * * * ** **` * * * * ** ** * * * * * *** ** * * * * * ** * * * * * * *** ,CITY OF TUKWILA, WA n qm fit - ( '� ? O TRANSMIT * * * * * * * * * * * * * * * * * * * * * ** * * * * * * *'* * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R98OO127 Amount: 1,913.23 08/13/99 14:01 Payment Method: ACCTU Notation: PARKS & REC DEPT Init: CAS Permit No: D99 -0289 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 000280 -0005 Site Address: 13900 INTERURBAN AV S Total Fees:. 1,913.23 This Payment 1,913.23 Total ALL Pmts: 1,913.23 Balance: .00 ********************************* * * * * * * * * * * * * " * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/322.100 BUILDING - NONRES 1,111.35 000/345.830 PLAN CHECK - NONRES -' 722.38 000/345.830 PLAN CHECK - UTILITY 10.00 000/386.904 STATE BUILDING SURCHARGE 4.50 412/342.400 INSP FEE - STORM DRAIN 15.00 000/322.400 FLOOD ZONE CONTROL 50.00 06 , Sqy, 760 1 co " 5978 08/16 9717 TOTAL • 0.00 COMMENTS: 1 3 - • " C- -e l v6 ' e l —Ps\ v`r-41 14 ' 44 'er Trn 1 " Address: /...??0 7..- 460-.1..... n \ctio 4r)v. --V)110W\ Ac : Date wanted: Sr 1 - C ll•r% C YV4- C_ Requester: 2 ,) - ZP.c.,44:le ( - c --k.P.th \cib Tv- 3.) ToorlAci4;n1 , Foc4 - ev ro urci ' let 6 — t- ...... ...........,, Project: ,r r•-e4 6 . 0 - 1 6 6 , d /47 Type of Irispection: fr'/20,-/.2aal Date called: /.0 - J - O' Address: /...??0 7..- 460-.1..... Special instructions: • Date wanted: a.m. Requester: Phone: -- ci 41 :' , ' , F ,44 w$?4u4r.-.444t4e.t404Y , - , g•-v.xxxo•:•Far4= ( INSPECTION RECORD I Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 V (206)431-3670 N . Approved per applicable codes. j Corrections required prior to approval. Inspector- 'R I itx Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Ppject4 Type of Insp7tipn: Address: 5/4) 01 Al Date called: Special instru tons: '2.- i•o 11/4, Date wa ed: Reques r: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 P Approved per applicable codes. Corrections required prior to approval. COMMENTS: >74 ( e-(1. eAn /vt ;0 Inspector: Date: ...<3 El $47.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: i Type of Inspection: n it (AJ Address: Date called: Special instructions: t . 44 A Date wanted: a.m. p.m. Requester: Phone: ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: ( ;V Date: ( J ClO ❑ $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee mustfbe paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: oject: Type of Inspecti jn:: Address: _ (1 t 1 - 3966 Date cal ed: I 0 ),... Iroit- i,..) Special instructions: Date wanted: 1 t {/ a.m. p.m. Requester: �1/�vt / 1 ) f r" 4.(), Phone: Lf� s (� ccw.�::rax ^.:at1s•.:,:�dsauaLtc CA+ aal�Aa ua�s Hm�nm�.+ w« u. s. vn•«.... �.......>.. F..«..r...,uvo.evxw...<w..va,+a INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ❑ Approved per applicable codes. n.naps n+wnainwam x.a.va..swx.awra,.. • PERMIT NO. (206)431 -3670 ❑ Corrections required prior to approval. COMMENTS: to 162 ?) L_ 4.t 4 4 ( A J `t- c) .P.t),..t ` (ci A-Qx .404 0/14-1).9 do eu . b/o /, G ti -v� topl, > < 0r S. i--0 gpi �t „ Inspector: h Date: J� II ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: Ty4ktpf Inspection: r. c CI iv 1 r1 Address: , Fif - 1.(r1c.r . LJrAX«1 A V i) / 2 01/0 i...;./ /7 / Dal wanted: (. I— 2- 00 a.m. (P.M.' (-• __s Phone: J - /h d I , ,fr) a/ / e,f 0 7 -, A ,47 _( ..re ..se . . 1/7 PA-1>i 4°-1/ ei l ''''''' . '/"J i , ' £ el 14. s4eise,,,,_,, , A Project: / cd+."- v" 6 ()IC" ( Go se_ 6 iltcl A Ty4ktpf Inspection: r. c CI iv 1 r1 Address: , Fif - 1.(r1c.r . LJrAX«1 A V Dap, caligki: (. ( - . 2_. -- cc Special instructions: , hi.r I.:4 . 14- II 6y r: ill(' Or (...L.-i-t !cr Dal wanted: (. I— 2- 00 a.m. (P.M.' fitayester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 J Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431-3670 g e Corrections required prior to approval. Date: cy El $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: .srg.e. 6at-f Type of spection: / x7ter, ie--- 5,91g..4ig e.4 Address: js gay -. btriegthe-64 Date called<AV4 141 -0 Special instructions: Date want d: eg 2-ilad a.m. P.m. Request r: 7744..... Phone: •••*).): • INSPECTION NO. Mr e ;pproved per applicable codes. t • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 MIT NO. • . (206)431-3670 COMMENTS: 1 20 S fr7V... T7f—,0--r#5 Aop../IN LI Corrections required prior to approval. Date, fl $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: — 2—, ,••.• , . -• _ .f 42`.h.-4" ' 4. 4 • • b • PType * sierr b1 F (air% Er Lt d A Stno4...b of Inspection: i fi shag,- ,.,.a., k ►aai1 Address: (zF -i-tyktrUc i h lrvS Date called: ffs- A-O(7 Special instructions: Date wattled: .'m. 8'a61"0( p.m. ._Requester: -' Ss a - 03 '73 :Ialnyop.otamdastrt 1 INSPECTION NO. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION —6300'Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. Sf jR S -- CatalEaVAIS 771 CA404f /(c /c, ,0" ,mss 710 St', -A eT $47.00 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4. -: l 4 f'YJ11V0.14MkK.41:.L.A....a ..L as1,141 3 31 - w... .._ .M _.. ERMIT NO. (206)431 -3670 ..1111. — P ct: 4 _ (� OS 1ex- ( Type of Ins ectio d r / „/'` ) 1 { Date called: 00 ;;Special instructions: ?i £ Date wanted: a.m. 4- 1�' a0 p.m. Request� P hon (4,6.S (O( 40 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - a/44, r P /0 vi.€i Ins eff���""'f g Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: F A,f..,.e:i1...�`�' COMMENTS: aype of Inspection: rN _ '‘Okl s\ OCA \IC1 RS Date called: ( 6 - r).. no Address: LS1 \&G(%) ip Special instructions: A - ) ,s . 7 Requester: kinhVN . L ip., ....A. ..--9, .49 ..1.-- _,,.. .4,-„6- 5414 , /4/ ..0 i#W ( el") 6 , 77-, 3 (7fr-i., 0 A. I 61 1' — . . ..„. I (4 _ 44r 9-, cm 5 ) G.C,6- 1 7) l oject:, S \ e`c ()A c OD UC Se_ aype of Inspection: rN _ '‘Okl s\ OCA \IC1 RS Date called: ( 6 - r).. no Address: LS1 \&G(%) 5 Special instructions: A Date wanted: a.m. c.1-09 00 67"'n ...) Requester: kinhVN . Phone: , (t)X. (00(o 40t LI INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. Corrections required prior to approval. Inspecto Date: " 0 $47.00 REINSPECTIO r REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: k■ Iect: � 5 $ Ty of,Insp Ion: Q ' L \ \ J C) 4 , iOh Add ss: x X 42 ' WV in Date called: /_ 14 Sp cia instructions: 'lb+ Date /w�,a nte /" iJ ' - C Q a.m. p.m. Requester :.. -- \vin .6 i'nl 4r714 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /u1 /6047xs l . --- 0 77V (0ose-v4L) Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: Project - G0 4 -._ bi A Type of,ln�pe i d Is 7O ) yrn�CrUrbtn /l S Date called: 1 `( -' 1 Special instructions: Date wanted: C aka t ost l Yv `- cc �� _ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 E ✓ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /fie- C1ier-ixe.-e> 4C ri1L e C1? p / ,(-(o7 S C c re 4-67'6' S0I L. e Dat: z 7 / 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • 2, Project Name 0 -) z-A/2. 412 • Address • / • Retain current inspection schedule Needs shift inspection N Approved without correction notice. Authorized Signature City of T Fire Department Approved with correction notice issued -• • • • ••••• •• •••• •,..,• ••... • . , . . • .. ' • • .1 • . • • • Sprinklers: Fire Alarm: Hood .EL Duct: Halon: .,,, Monitor: i t) / rf, C.7/1 .1 /V 4 - - Pre-Fire: \/ Permits: TUKWILA FIRE. DEPARTMENT FINAL APPROVAL FORM Ng- 0229 Permit FINALAPP.FRM T.F.D. Form F.P. 85 • John W. Rants, Thomas P. Keefe, Fire 1' 7- 7,_ C- N Suite # I/ Date' Headquarters Station:. 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$-4404 • Fax (206) 57 ' V A R Y & A S S O C I A T E S OUTSIDE FACE OF EXT. WD. STUD WALL OUTSIDE FACE OF CONC 15/32" CD -PLY (3) 5 CONT TYPI PERI ETER FOOTING IzeVisioN1 r'rG. rdsTelZ a9t,r cwpoe /VbIuV.IJAvc� rAG1L•(f'- w,e b RECEIVED ;O1g FEB 17 2000 COMMUNITY DEVELOPMENT 1/2 "1x S" KWIK BOLTS • 24" o.c. (TYP.) e o S SLAB C■ GRADE (SEE PLAN) v.w. ^� d+ � i L LIIl ri NOTEg FOR BELOW SLAB WATERPROOFING SEE � ARCN'L DWGS. 4 SPECS. IVARY & ASSOCIATES ARCIUTECTS • 5651 UNIVERSITY WAY N.E. • SEATTLE WA 96105 • PH: • (206) 5258020 • FAX 525-8021 - w"il: ivauy®uwliuk.cow CITYOF TUKWILA PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA. 98188 TRANSMITTAL 1 0 6 6 - tfeb � ; FROM: A. THOMAS PULFORD PHONE 206 433 0179 EXT. 1644 FAX 206 431 3665 OFFICE E -MAIL tukpweng.ci.tukwila.wa.us PERSONAL E -MAIL pulford @halcyon.com Date: 0 (,x'2.2- ..' 01 HAND DELIVER: MAIL: FAX: TO: T .fit 14 r Q 1 G,()Q9t RE: V In -OW; 0 rte- 07236 O I-( a6t\ ENCLOSED: COMMENTS: 6 .C7 ri'S'r -eA S U t /At__ v- K?l∎i (0.440 5 e r, I"' SHEET OF dor JAN 2'A 7 P 1 i3U1Li) ( G DEPARTMENT Landau Associates Environmental and Geotechnical Services Mr. Tom Pulford City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, Washington 98188 RECERIED JAN 1 0 9001 TUKWILA PUBLIC WORKS RE: SUMMARY OF GEOTECHNICAL SERVICES DURING CONSTRUCTION CITY OF TUKWILA CREW BUILDING PROJECT TUKWILA, WASHINGTON WAPATO CREEK PLACE • 4210 - 20TH STREET E. • SUITE F • TACOMA. WA 98424 - 1823 (253) 926-2493 • Fax: (253) 926-2531 • E -mail: info @landauinc.com Fdrnondc Port land Spokane Tacoma T + 17419 ' O 2-e8 tel January 8, 2001 Dear Mr. Pulford: This letter summarizes field observations made by representatives of Landau Associates during construction of the crew building, located at the south end of Foster Golf Course in Tukwila, Washington. The purpose of our services was to observe geotechnical- related construction activities and provide geotechnical consulting during construction of the crew building and related infrastructure. Our construction services were provided in accordance with the scope of services outlined in our December 13, 1999 proposal. Our scope of services included the following specific tasks: • Attend a preconstruction meeting with the contractor to discuss project issues. • Complete laboratory testing on submitted samples of structural fill to determine the maximum dry density in accordance with ASTM D1557. • Observe prepared footing subgrade to verify that the appropriate bearing soil is present, and that the bearing soil is suitable for a 2,000 psf bearing pressure. • Complete field density testing on structural fill placed : under footings to verify that the backfill is compacted to the specified density. • Observe prepared slab subgi - ades. Complete field density tests on under -slab structural fill to check that the material was compacted to the required density. • Observe prepared pavement subgrades. Complete field density tests on prepared pavement subgrade to Check that the material was compacted to the required density. Our services were provided between December 8, 1999 and September 8, 2000. Daily field reports, No. 1 through 9, summarizing our construction observations and recommendations were transmitted to you previously, and copies of those daily field reports are attached with this letter. FOUNDATIONS suitable for the 2,000 psf design bearing pressure. SLAB SUBGRADE PAVEMENT SUBGRADE CLOSURE A representative of Landau Associate's observed prepared foundation bearing surfaces for the crew building, "shed," and "retaining wall" prior to pouring of concrete. In addition, field density tests were completed on structural fill placed under footings to check that the foundation subgrade was compacted to the required density. The foundation bearing surfaces observed by Landau Associates are Representatives of Landau Associates observed prepared slab subgrade for the crew building. In addition, field density tests were completed on structural fill placed under the slab to check that the required compaction was achieved. The slab subgrade was observed to have been properly prepared and is suitable for support of the slab -on -grade floor. A representative of Landau Associates observed prepared pavement subgrade for the crew building. In addition, field density tests were completed on structural fill placed to establish pavement subgrade elevations to check that the required compaction was achieved. The pavement subgrade was observed to have been properly prepared and field density tests indicated that the required compaction had been achieved at the test locations. Activities observed by Landau Associates during construction of the City of Tukwila crew building (and related infrastructure), as summarized _in. this letter, were in general accordance with the recommendations contained in Landau Associates' March 5, 1999 geotechnical report for the project, and the project plans and specifications. Our services during construction of the City of Tukwila crew building were provided in accordance with generally accepted professional engineering principals and practices in this area at that time. We make no other warranty, either express or implied. 01108/01 I: WROJECT14571002 20WEV_uew_bldp_consUn.doc LANDAU ASSOCIATES 2 EJH//jas Attachments: Field Reports No 1 through 9 Thank you for the opportunity to be of service toethe City of Tukwila on this project. If you have any questions, or require additional i fo tion, please call the undersigned at (253) 926-2493. -11/41 LANDAU ASSOCIATES, INC / PI Edward J. Heavey, P.E. Senior Engineer 01/08/01 IVROJECT14571002.201,REV_crew_bldg_ccosIjin.doo LANDAU ASSOCIATES 3 Landau Associates Envi ,nmental and Geotechnical services Project No.: 457002.20 Client: City of Tukwila Onsite — 9:45 am to 10:30 am. 12)15/99 IAPROJEC11457W02.101FleldReport No2.doc Visitors: none Attachments: 1 12/15199 1 : 1 PROJEC 'T14571002.10fieldRepon.No 1.doo Project Name: City of Tukwila Crew Building Location: Foster Golf Course Weather Conditions: Cloudy, with Light Rain, 50's Prepared By: Ed Heavey Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, • and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). At the request of the City of Tukwila (Mr. Tom Pulford), we completed a site visit to discuss construction plans with Mr. Tim Clemens, general contractor, and to obtain a sample of the import fill that will be used at the site. The sample is to be tested in Landau Associates' lab for the maximum dry density (proctor) per ASTM D1557. Tim discussed his plans to provide foundation support of the building. He plans to excavate to a depth of 2 ft below bottom of footing, place about 12 inches of ballast rock and then 12 inches of import sand and gravel material. We suggested to Tim that the ballast rock be compacted prior to placing the import sand and gravel. Taping with the bucket or using a "whacker -type compactor should provide adequate compaction of the ballast rock. We informed Tim that his plan is consistent with the recommendations in our geotechnical report. Tim Indicated he should be ready for site observations by about Monday of next week. We told Tim that the results of the proctor should be available Monday or Tuesday of next week. Unsatisfactory Conditions & Recommended Correction: none Distribution: Tom Pulford, Tim Clemens Signed 1 Field Report Report No.: 1 Date: 12/8/99 Landau Associates Landau Associates Environmental and Geolechnical services Project No.: 457002.20 Client: City of Tukwila Project Name: City of Tukwila Crew Building Location: Foster Golf Course Weather Conditions: Cloudy Prepared By: Ken Gill 12/15/99 I: 1PROJEC1M57\002 .101FlNdRopon.No2.doc • 12/15/99 1 : 1 PROJECTN 57100 2 .10,FlNdiiwon,No2,doo Visitors: none Unsatisfactory Conditions & Recommended Correction: none Attachments:. Density Test Results Distribution: Tom Pulford, Tim Clemens Signed 1 Field Report Report No.: 2 Date: 12/13/99 Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). 1200 Arrive at site; meet Tim Clemens (FAX #-206- 433 -85-77, MOBILE # 253 - 606 - 4014). Tim and crew were placing structural fill in the area for the north spread footing for the crew building. The structural fill consisted of 1 ft of a 2 inch minus rounded GRAVEL underneath 1 ft of a sand and gravel pit run material. When I arrived Robin (hoe pack operator) was grading and compacting the pit run material. Two density tests were taken in the NW and NE corner of the existing footing. Both tests at a depth of 6 inches below grade had dry densities of 134.0 and 134.8 pcf. The results are attached. Based on our opinion, the structural fill is being compacted to the requirements of the project specifications. 1300 Leave site Landau Associates Attachment to Report No. 2 Compaction Testing Proiect # 457002.10 Date 12/13/1999 Location City of Tukwila Crew Building North Footing Line Test 1 2 Depth (inches) 6 6 Dry Density 134.0 134.8 Wet Density 142.2 143.5 M 8.2 8.6 M% 6.1 t 6.4 Max Dry Density 140 140 % Compaction 95.7 96.3 Results Pass Pass Maximum Dry Density = Optimum Moisture Content= 140 pcf 1 8% 1:\Project\ 457\ 002. 10 \FeldReport.No2.DensityTests12 /16 /1999 Project CITY OF 'IUKviii - A Cr -ov G1.D� Job No 4 5/7 1 0120 Location 1"a Y& Golf 0 V tZS ( ) Client ' ""Y Date 12- 14 - 9q Weather Conditions. Prepared By }Ch/t, Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work Item. show If approved as meeting specifications or not.) On l0:,f TV 12' 00 47 T(kr , G/t) Es r ii TW 617r, wE COV1\PLk-� -Y, A SITE MT Fort 7111 PvRPD5C of 7fi,7 (A T& FFonWb b K F( L-i- • --- f O/33 Qzle - En T I?^ at- FTTEN5 Pr -4 i 2. SGT MA'(L.n -I A l - v./1 17ZA•c I-!•a E . M y p e0 rt. PA c-f7 N & W (-! yi Vt.-kT"T' • I1d. SW able-N YC OF soLo ('-I' LIFTS - C0 64E"ri:'b 3 DEN 1 E 7 S ( 477'At14 -EY7). Otte TEST x,T CA r onrrn (- Q) IL L . A•-ID r2 CA-vIRrf 'r) A ( --- : IO LEN61 )- SEr 0 own/ 1 F7' 70 CR-v41 5o le001 <• 77ZAL -1-jaE PLA-c6--o .. 2" Sr Izet'N v n Mr IN 4 . Pr LIFT Alyh c 0r"PA -01 -"b W f 1 PfrrcK. COLLEZ ) b E'vSifl - 1111 IN V(ctN /Tr , • W 13"} -} P45IN6 '7vvrc, 6Pt 61) ON bat 0 Pt N 11 N T(h r,TRV 1 //71i'v 1= (LL_ 16 8 e ( Nt 4 0 N(\ P Pre'MO Tb T7-J AFGUI rzEnA MI .5 OF 14 - 6 - Pao ...n SpEL i F ie All o NS • Visitors TOt'^ "1- Fo1c17 Unsatisfactory Conditions & Recommended Correction Attachments (( ) 1161 -krtl< co YIN P4- -T76N IL P (2. ) MAP OF 7n7 ((/3T1ONS Distribution Tom P(11-r -1, J 1 I ' C-1-61415 Signed l<0V kt -- Landau Associates, Inc. Edmonds, WA (206)778 -0907 Field Report Report No 3 Page I of TEST NUMBER 1 2 3 4 ' e 5 u 7 0 9 10 STATION OFFSET ELEVATION I MODE a DEPTH Son. / 6" SNc( 6" SW. f ," S ott. /G'' ■ DENS. CRT. DENS. 143. v 199 -6 142.5 (44.? WET DENS. WET MSTRE. CHI. MSTRE. CNT. MOISTUIIEpf 10.8 IZ -2 19./ 1 / -/ MOISTURE y DRY DENS. 13 ?. z 13?•4 iz F 133- 3 DRY DENS. % MOISTURE 8.2 g- c i 11. .3 % MOISTURE STD. DENS. 190.0 140.0 I4o. 0 140 • a STO. DENS. OPT MSTRE. OPT. MSTRE. COMP 44.4 ass. / 117 6 ) 5 S % COMP. .. MSTRE. CORK. p p F P MSTRE. CORK 4 TEST NUMBER I1 12 13 14 15 16 17 10 ' 19 20 STATION OFFSET ELEVATION - I MODE U DEPTH DENS. CRT. WET DENS. MSTRE. CNT. MOISTURE DRY DENS. % MOISTURE STO. DENS. OPT. MSTRE. % COMP. MSTRE. CORK 5rANDRRD CoOr4 S REMARKS : DENSITY MOISTURE 1LET -� rZern o 3 . _ , VC) = 1yoe.4 •P+ = 8'4 NUCLEAR COMPACTIr"V TEST DATA ATtAG H Iv\4--1VT" 4 PROJECT GRr:w JOB NUMBER 457 007 24.) DATE 1Z- 16"019 TAKEN BY Kam' 1 '; 70 )ailo1 V 3D °' y 1 WAIN Ca4 .I (J'V+d (// )G Aa" �( .( — - - - - i Oilai. 24-4-1N j 3J0 Iv 1 r/1.1 Landau Associates Environmental and Geotechnical Services Project No.: 457002.20 Client: City of Tukwila Project Name: City of Tukwila Crew Building Location: Foster Golf Course Weather Conditions: Mostly Sunny, mid 40s Prepared By: Ed Heavey Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). At the request of Tim Clemens, I arrived on site at about 3:30 pm to observe the prepared footing subgrade for the north retaining wall, from the east end of the crew building to the east terminus of the north retaining wall. The prepared subgrade was observed to be firm and non yielding. Three inplace density tests were completed to check the relative compaction of the footing subgrade. The field density tests indicated that at least 95 percent compaction was obtained at the test locations. The approximate location of the field density test are shown on the sketch below, and the results are summarized on the attached sheet. In our opinion, the prepared subgrade is suitable to support the 2,000 psf bearing pressure. I left the site at about 4:30 pm. • °1711(":.‘14. rlYPQ•K s:F •.FT LA emn.r.exasav 1/5/00 IAPROJECT4157\002.101FieldReport.No2.doe •. Visitors: none Unsatisfactory Conditions & Recommended Correction: none Attachments: Density Test Results Distribution: Tom Pulford, Tim Clemens Signed 01/0500 1:1PROJECIN4571002.101FieldRepon.No3.doc 1 Field Report Report No.: 3 Date: 1/4/00 epprzox, • th eDit-tiPp N • 6TITI 6.) VT/11 Landau Associates Attachment to Report No. 4 Compaction Testing Project # Date 457002.20 01/04/2000 Location City of Tukwila Crew Building North Retaining Wall Footing Line Test No. Depth (inches) Dry Density (pcf) Wet Density (pcf) Moisture Content ( %) Max Dry Density (pcf) Percent Compaction Results Maximum Dry Density = Optimum Moisture Content= 1 2 3 8 8 8 134.5 135.2 133 143.8 142.9 141.2 g.9 5.7 6.2 140 140 140 96.1 96.6 95.0 Pass Pass Pass 140 pcf 8% I:\ Project\ 457\ 002. 10 \FieldReport_No3_DensityTests0l /05/2000 ...,.:Zig.'=7.2.: '%:i i. S:,= u 7::::::;V4X2.i,MV.17.1feW , Z;i ° +a` a -:`VnrFY`sri+aria.. - p 5 Pfr Landau Associates Environmental and Geotechnical Services Project No.: 457002.20 Client: City of Tukwila Project Name: City of Tukwila Crew Building Permit # D99-0285 Location: Foster Golf Course Weather Conditions: Sunny, low 30's Prepared By: GJK ................■•••••■.07.■•••••••. • • ;1•;,J,-,;.;:',7k . • Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). At the request of Tim Clemens, I arrived on site at about 9:40 am to observe the prepared subgrade for the floor of the crew building. After testing the subgrade with a nuclear compaction gauge, field denisty tests were found to be in the low 90 percentile. We informed Mr. Clemens of the low numbers and suggested he re-roll the area due to a thick layer of frost which could be affecting the soil compaction. Mr. Clemens had the the slab section re rolled around 11:00 am using a Ingersoll-Rand ST 70 with a 5-foot roller. The re-rolled subgrade was observed to be firm and non-yielding. Two additional compaction tests were completed to check the relative compaction of the slab area. The field density tests indicated that at least 95 percent compaction was obtained at the test locations. The approximate locations of the field density tests are shown on the attached sketch and results are attached on an additional sheet. In our opinion, the prepared subgrade is suitable for support of the slab-on-grade floor. At the request of the contractor, we collected an additional sample of the import fill material to chaeck the proctor (maximum dry density). I left the site about 12:15 pm. • Visitors: Unsatisfactory Conditions & Recommended Correction: Attachments: Site Sketch & Compaction Test Results Distribution: Tom Pulford, Tim Clemens Signed (OtAllaD J HePViA7 42- Q.7g. 01/19/03 1:\PROJECT1457 Field Report Report No.: 5 Date: 1/18/00 Landau Associates LANDAU ASSOCIATES.', INC. En n'n.i mnnl and G170IeChMeal Serv.CeS B (,TWIG Date Checked By (JI - - -_. Date Project G4 +Y ... Project No. ?CO Z. to Subject • ads t Sheet Z of .611:1R.PT — oa • Af? s r F8 r aiwlPaJ It ?B Attachment to Report No. 5 Compaction Testing Project # Date 457002.20 Test No. Depth (inches) Dry Density (pcf) Wet Density (pcf) Moisture Content ( %) Max Dry Density (pcf) Percent Compaction Results 01/18/2000 Location City of Tukwila Crew Building Slab Subgrade Maximum Dry Density = Optimum Moisture Content= Page 3 of 3 1 2 3 4 5 6 8 8 8 8 8 . 8 134.0 128.2 126.6 128.4 135.5 135.6 1 4 138.1 137.3 136.2 144.7 144.8 7.4 7.7 8.5 6.1 6.8 6.8 140 140 140. 140 140 140 95.7 91.6 90.4 91.7 96.8 96.9 Pass Fail Fail Fail Pass Pass I 140 pcf 8 Note: Tests Nos. 5 and 6 taken after slab subgrade re- rolled I:Troject\ 457\ 002. 10WieldReport _No5_DensityTests01 /19/2000 Landau Associates Environmental and Geotechnical Services Project No.: 457002.20 Client: City of Tukwila Location: Foster Golf Course 02/10/00 I:IPROJECT14571002.101FRPT6.doc Project Name: City of Tukwila Crew Building Permit # D99 -0285 Weather Conditions: Sunny Prepared By: GJK Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). At the request of Tim Clemens, I arrived on site at about 9:20 am to observe the prepared subgrade for the footings of the shed building. The prepared subgrade was probed and found to be firm and non - yielding. Five compaction tests were completed to check the relative compaction of the footing area. The field density tests indicated that at least 95 percent compaction was obtained at the test locations. The field density results are attached on an additional sheet. In our opinion, the prepared subgrade is suitable to support the 2,000 psf bearing pressure. I left the site about 10:10. Visitors: Unsatisfactory Conditions & Recommended Correction: Attachments: Compaction Test Results III Distribution: Tom Pulford, Tim Clemens Signed 1 Field Report Report No.: 6 Date: 2/4/00 Landau Associates Attachment to Report No. 6 Compaction Testing Project # Date Test No. Location Dry Density (pcf) Wet Density (pcf) Moisture Content ( %) Max Dry Density (pcf) Percent Compaction Results 457002.20 02/04/2000 Location City of Tukwila Crew Building Shed Building Footing Subgrade I: Project\ 4571002. 10\ FieldReport_No6_DensityTests02 /10 /2000 Page2of2 1 2 3 4 1 5 South footing South footing West footing West footing West footing 133.5 136.3 _ 136.4 134.2 132.8 143.1 145.5 145.2 144.2 141 7.2 6.7 6.5 7.5 6.2 137.5 137.5 137.5 137.5 137.5 97.1 99.1 99.2 97.6 96.6 Pas Pass Pass Pass Pass Maximum Dry Density = 137.5 pcf Optimum Moisture Content= ! 7 % ,.'\ Landau Associates Environmental and Geotechnical Services Project No.: 457002.20 Client: City of Tukwila Project Name: City of Tukwila Crew Building Location: Foster Golf Course Weather Conditions: Rain (60's) Prepared By Ken Gill • • ; .... •:i� .t ^ ° • . " ...•.. ? ".... .. .. .. .. ,. ..'.e ... ?si:'.. ,,.. ..? .f .. .. .. .. .mss ;_.�...., �• Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not). At the request of Tim Clemens, I arrived on site at about 1115 to observe the prepared floor slab subgrade for Shed A and Shed B. In addition, Tim requested a density test near the fuel island, in the vicinity of the above ground storage tank. The prepared subgrade at all locations was observed to be firm and non - yielding. Three inplace density tests were completed to check the relative compaction effort. The field density tests indicated that at least 95 percent compaction was obtained at the test locations. The approximate location of the field density tests are shown on the sketch below, and the results are summarized on the attached sheet. I took pictures of the crew building, then left the site at about 1230. CRE1✓ f3viL-1,1,4t, 5/9/00 1:1PROJ ECT457W02 .10∎FieldRepoR.050800.doc Visitors: none Unsatisfactory Conditions & Recommended Correction: none Attachments: Summary of Field Density Test Results Distribution: Tom Pulford, Tim Clemens Signed 05/08/101:1PR JEC114571002.101PieldRepon.050800.doc • • p rL I5i -A Nt7 1 Field Report Report No.: 7 Date: 5/8/00 Landau Associates Test Number 1 2 3 4 5A 58 5A 6B Wet Density 135.1 133.3 138.2 131.5 132.8 134.0 136.1 129.9 Dry Density 128.5 126.3 131.1 124.3 126.0 126.5 128.5 122.9 % Moisture: 5.1 5.5 5.5 5.8 5.4 5.9 5.9 5.7 % Compaction 93.8 92.2 95.7 90.7 92.0 92.3 93.8 89.7 ,e206 118 0805 Landau Associates Environmental and Gsateetelical Service. Protect No.: 457002.20 Client Foster Golf Course Project Name: Foster Golf Course Location: Tukwila, Washington Weather Conditions: Partly cloudy Prepared By: GCI 15 :46 GCI Iett the site. Please refer to a copies of the field and lab tests attached herewith. Visitors: Attachments: oanyoo sAswueeax :As7moosa0navrhe,e203e.aec LANDAU ASSOCIATES INC Distribution: Signed 1 Field Report Report No.: 06/23/00 13 :44 P.002/005 Date: -4422100, 6 It crt, Description of work done, locations, equipment used, quantity estimate (indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting sperm cations or not). 13 :45 GCI arrived at site and met with Tim Clements. GCI performed 8 soil moisture/density tests at grade level in 6 locations within the new parking area beside the new maintenance building. Mr. Clements was present for the first 4 tests. Testa 1-4 were performed by scraping back the top 2 inches of soil and filling in voids with coarse sand. Tests 5A/5B and 6A/8B were done at 2 locations on the compacted surface by taking one reading (5A and 6A) and then spinning the probe 180° for the comparison readings (58 and 66). The results of the tests are listed in the table below. Based on the percent compaction readings obtained, GCI collected a representative so sample for additional laboratory analysis. On June 20, 2000, GCl performed a one•point proctor test on the soil sample. Test results for the sample indicated an optimum dry density (after rock con - ection) of 137.5 pcf and an optimum moisture content of 6-7 %. The point plotted for this test was very close to the maximum density /moisture curve calculated for the previous proctor performed for the site. - - Unsatisfactory Conditions & Recommended Correction: The under - optimum percent compaction readings obtained on 6/19/00 may be due to the low moisture content of the soil. The parking lot area should be moisture conditioned, recompacted and tested before laying asphalt cover. Landau Associates Project c OF 11/Kw itlk c 1PV (5L426, Job No 4 Location FosT T? Got. F CovmsE -11 OF TVKwttA Date e i - 8-0 0 ) Clierit Weather Conditions P.AtiV Prepared By t<.‘146 Description of work done, locations, equipment used, quantity estimate (Indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not.) -- -- oNS(r . 5 :3o — 71 Via pr•\ a7 - T+ RE.- a v Gc C)= Tlt-^ G l.s►q1 N (CONVZAGT(2 T AR►z■v AT TIA 4 r ' Fotz tz T (-ti Pv12t99 S E CIF ' N , C o i- - .'T(nl b OBIS t-rr TFS 1 S OW "T P► PA t2)CtN6 1.- v I yv1e1ZA9 C d1✓ 1m-1 G —.) RI/I.) (AA TI-K f) wsi i fr 'r 1S rvter Try Pry oiz c gf re. -# 4 Or- 954 of AsTm O(--. THE 5v64rzA -0E tk,A6 Ii m A-A WY '0 Zc t9V b /-/vO S0 'P1la'c. Foie sc/PPorztimo Ee vIPm - rv7" .47-o m4rrtG wA-rx - Tic-: SONS (TY 1 f P6-S (/ c-T S fl APPRoY (M p.. (...ex. Ar(l oivs A 5W-at—ft/ r3 L -Lot,/ , Tiz t 2 3 sire- hc.AN hp f 37 b 13. 130. - iv° SSA -t-E t APPAoy ti P 130. 9 (41• 6 , s . q- 44/ P.1 4.2_ 7.4 6. 1 1 '/ P1 4. 7 S• a- 5. 3 Gz/ 13VLcx N IQ 5+ P/ r3 .7•C i37•y 137.0 R 1 /i PIZ 96.4- q-7 95. l P/r PA-55 -- g65 PA 9.1 - • ® © Cd ti APPRox(tyA -T, DEN6cTY 'TST c0c471OnV4 Visitors PINKE Unsatisfactory Conditions & Recommended Correction NOhfr Attachments Nosh Distribution � vl.Foho . � IM ,t�rn�nJS Signed Landau Associates, Inc. Edmonds, WA (206)778 -0907 Field Report Report No 4 Page ( of Date Test No. Test Location Depth Below Final Grade (tt) Soil Type Field Dry Density (pct) Field Moisture Content ( %) Compaction ( %) Comments - 5 -S -ca 1 Aga ✓ E GP-at/tip Stine,. E ' r A t s / t < SP 13 2. `f 5 . 9,6.3 r4r"At( : 13 -• 5 3 -oo Z ;RED (3 f-l. St 5/66(Z, E Sp 1 39.9 5. 6 117-7- w�Pt = -Y. 5-5-od 3 5t - D 4 COO 51-AG sv116Ra14E Sr 1322 5; 5 9b 4 1 1 LANDAU ASSOCIATES, INC. Edmonds, WA (206) 778 -0907 FAX (206) 778 -6409 Job No. .4 5? 002 ,o Summary of Field Density Test Results Project C OP 1V(<Ii( LA GRE11 13 V x Owner x Contractor x Architect x Building Dept. x Engineer • Inspected the resteel and placement at Job Number: ( 99-672 1 Report Number: 1 013 1 Permit Number: 1 D990289 Test Date Project: Foster Golf Maintenance Architect:_ _ Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: - 6-8 -00 Inspector. C. Bechtold/Train M. Ruoff • Inspected the resteel and placement at Material storage bins, wash -up island, fuel island west shed column footings at A.5, 1.25, 1.5, 1.75, east shed column footing at 3.5, D. Resteel is grade 1 60 1 , as specified, from Birmingham and Cascade Placement Data Batch Weights Supplier: Miles Cement (sads/type/lbs.): I /11 517# W/C Ratio: Mix Number. 0155A Sand (lbs.): 1290# Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1860# 6x12 Total Yards Placed: 70 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: tailgate Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs. /gal): Yards Slump 32.5 Gal Air Content Concrete Temp Ambient Temp Truck No. Ticket .No. Sample Data Cast Samples: 1-4 30 5" 62° 57° 51 5041880 Cast Samples: Cast Samples: Compressive X Weather: 1 Raining Slump Range: 1 4 " -5" Date Samples Picked Up: 1 6-9 -00 . Comments Specimen Number Test Date Field Cure Age Da s Size -1 In. Area S•In. Wei. ht Max Load Lbs. Strength •si Tested in general accordance with 1 . 6-15 -00 7 6x12 28.34 28.79# 81,440 2870 ASTM C39 X 2 7 -6-00 -- 28 6x12 28.29 29:18# - 122,180 4320 ASTM C78 3 7 -6-00 28 6x12 28.29 28.88# 119,680 4230 ASTM C109/109M 4* . Compressive X Flexural 1 Conforms I x Does Not Conform * Discarded Cowles to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WA60.Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms x 1 Does Not Conform This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer • Inspected the resteel and placement at Job Number: 1 99-672 1 Report Number: I 013 1 Permit Number: 1 D990289 Test Date Project: Foster Golf Maintenance Architect: -- Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 6-8 -00 Inspector: C. Bechtold/Train M. Ruoff • Inspected the resteel and placement at Material storage bins, wash -up island, fuel island west shed column footings at A.5, 1.25, 1.5, 1.75, east shed column footing at 3.5, D. Resteel is grade 1 60 1 , as specified, from Birmingham and Cascade Placement Data -- Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /11 517# W/C Ratio: Mix Number 0155A Sand (lbs.): 1290# Admixtures (specify) Max Slump Allowed: 5" Aggregate ( size/lbs.): 1860# Total Yards Placed: 70 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: tailgate Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs. /gal): 32.5 Gal . Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 30 5" 62° 57° 51 5041880 Cast Samples: _. Compressive Cast Samples: – Weather: 1 Raining 1 Slump Range: 1 4 " -5" Date Samples Picked Up: 1 6 -9 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 6 -15-00 7 6x12 28.34 28.79# 81,440 2870 ASTM C39 X – — ASTM C78 ASTM C109/109M _. Compressive X – Flexural Conforms I Does Not Conform Copies to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing ► fry e 6747 M.L. King Way South, Seattle, Washington 98118 -3216 TeI:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottoro5enau.com„ WBE W2F5913684 • WABO Registered Agency • A2LAAccredited Laboratory , 2000 CONCRETE REPORT TEST RESULTS t ' v ORMKS onforris 1 x I Does not comorm Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: 1 99-672 1 Report Number: 1 012 1 Permit Number: 1 0990289 Test Date Project: Foster Goff Maintenance Architect __ Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: - 16 May 2000 Inspector: D. Reid Inspected the resteel and placement at Contractor placed concrete for slab on grade at equipment shed A permit #D99 -0289. Slab on grade at equipment shed B permit #D99 -0288. Car wash wall permit #D99 -0285 Resteel is grade 1 1 , as specified, from 6x12 Placement Data — Batch Weights Supplier: Miles ' Cement (sackAype/lbs.): I /If 517# W/C Ratio: Mix Number. 0155A Sand (lbs.): 1290# Admixtures (specify) Max Slump Allowed: 6' Aggregate (size/lbs.): 1860# 6x12 Total Yards Placed: 70 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs. /gal): 32.5 Gal 28.33 :.: .... ..;.. Sample Data ';' .. .. : .:: Yards _ ,.:; .:. Slump : . Air Content Concrete Temp Ambient Temp Truck No. . Ticket '' = No. Cast Samples: 1-4 40 4 W 73° 70° 999 0501997 Cast Samples: Compressive Cast Samples: _ Weather: 1 Clear and Sunny 1 Slump Range: 1 4' /z — 5 1/2" Date Samples Picked Up: 1 5-17 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 5 -23-00 7 6x12 28.34 29.03# 111,450 3930 ASTM C39 X 2 6-13 -00 -- 28 6x12 28.33 -29.01# 139,340 4920 ASTM C78 3 6-13 -00 28 6x12 28.33 29.05# 137,460 4850 ASTM C109/109M 4* Compressive X _ Flexural 1 Conforms 1 x Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. *Discarded Conies to: Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau:coni: WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory PUG` : OEi S CONCRETE REPORT TEST RESULTS Conforms 1 x 1 1 Does Not Conform Reviewed by: Page 1 of 1 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: 1 99 -672 1 Report Number: 1 012 1 Permit Number. 1 ' D990289... .. Test Date Project: Foster Golf Maintenance Architect: -- Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 16 May 2000 Inspector. D. Reid Inspected the resteel and placement at Contractor placed concrete for slab on grade at equipment shed A permit #D99 -0289. Slab on grade at equipment shed B permit #D99-0288. Car wash wall permit #D99 -0285 Resteel is grade 1 1 , as specified, from 6x12 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I/11 517# W/C Ratio: Mix Number. 0155A Sand (lbs.): 1290# Admixtures (specify) Max Slump Allowed: 6° Aggregate (size/lbs.): 1860# Total Yards Placed: 70 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 32.5 Gal Sample Data Yards Slump Air Content . Concrete Temp Ambient Temp Tnick No. • :Ticket No. • Cast Samples: 1-4 40 4'/2" 73° 70° 999 0501997 Cast Samples: _ Compressive Cast Samples: _ - .. Weather: 1 Clear and Sunny Slump Range: 1 4 W - 5 1/2" Date Samples Picked Up: 1 5-17 -00 • Comments - • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 5 -23 -00 7 6x12 28.34 29.03# 111,450 3930 ASTM C39 X - — ASTM C78 ASTM C109/109M _ Compressive X - Flexural j Conforms 1 Does Not Conform • OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F59J 3684 • WABb Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Copies to: TEST RESULTS Conforms • 1 x 1 Does Not Conform 1 Reviewed by. i.; This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at ' Job Number: 1 99 -672 1 Report Number: 1 011 1 Permit Number. , J., J (0990289 .;, 1., t : , /Ililit Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. ' .: EviiViUNITV Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. LIL.. q t:' - -�. t t =: i','"ir` Date: 16 March 2000 Inspector: D. Lyal / A. Smith (trainee) Inspected the resteel and placement at ' retaining walls for storage bins at maintenance facility Rebar per details #1 #2 of page 14 approved prints. Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data Batch Weights Supplier: Miles Cement (sack/typeAbs.): I /II 517 W/C Ratio: Mix Number: 0155A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 4 Aggregate (size/Ibs.): 1860 7/8 Total Yards Placed: 46 Aggregate (size/Ibs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/Ibs.): Vibrated: yes Fly Ash (lbs.): Required psi (ft): 3000 Water (lbs. /gal): Yards Slump 32.5 Gal Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Sample Data Cast Samples: 1 -4 20 4 % 60 56 015 495399 Cast Samples: Cast Samples: Compressive X Weather: 1 Sunny Slump Range: 1 3 1/2 - 4" Date Samples Picked Up: 1 3 -1 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3 -23 -00 7 6x12 28.28 29.43# 91,920 3250 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural 1 Conforms 1 Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms 1 x Does Not Conform 1 Conies to: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: 1 99 -672 1 Report Number: 1 011 1 Permit Number. 1 D990289 Test Date Project: Foster Golf Maintenance Architect: -- Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 16 March 2000 Inspector: D. Lyal / A. Smith (trainee) Inspected the resteel and placement at retaining walls for storage bins at maintenance facility Rebar per details #1 #2 of page 14 approved prints. Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data - -- Batch Weights Supplier: Miles • Cement (sack/typeros.): I /1i 517 VWC Ratio: Mix Number: 0155A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 4'/" Aggregate (size/Ibs.): 1860 7/8 6x12 Total Yards Placed: 46 Aggregate (size/Ibs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/Ibs.): Vibrated: yes Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs./gal): 32.5 Gal 28.31 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4 'A 60 56 015 495399 Cast Samples: Compressive Cast Samples: _ Weather: 1 Sunny Slump Range: 1 3 1/2 - 4" Date Samples Picked Up: 1 3 -1 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3 -23 -00 7 6x12 28.28 29.43# 91,920 3250 ASTM C39 X 2 4 -13 -00 - -- 28 6x12 28.31 - 29.58# — 115,830 4090 ASTM C 78 3 4-13 -00 28 6x12 28.31 29.57# 125,850 4450 ASTM C 109/109M 4 * Compressive X _ Flexural 1 Conforms 1 x Does Not Conform 'Discarded Conies to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-33161. Tel:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Websife:www.ottorosenau.com WBE W2F591 3684 • WABO Registered Agency • A2LA Accredited Laboratory . /;, '1 -.. CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 i on forms 1 x 1 Does Not contorm LP,.L4'7 • /;7 • t ,!.C This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: - City of Tukwila Public Works Job Number: 99 -672 Report Number: 010 Permit Number: D990285/D990288/D99 0289 • • Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: - City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -29-00 Inspector: D. Reid 6x12 Inspected the resteel and placement at • contractor placed concrete for material bin storage area - footings. *Contractor wet set #4 dowels .102,530 Resteel is grade 1 60 1 , as specitied Birmingham /Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. 01550A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 5 • Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 30 Aggregate ( size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): 6x12 Vibrated: yes Fly Ash (lbs.): 136,830 Required psi (f c): 3000 Water (lbs./gal): 325 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4 58 55 104 493565 Cast Samples: Compressive Flexural X Cast Samples: Weather: 1 clear Slump Range: 1 4-4 A Date Samples Picked Up: 1 3 -1 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3 -7 -00 _ 7 6x12 28.30 _29.26# .102,530 3620 ASTM C39 X 2 3-28 -00 28 6x12 28.31 29.17# 136,520 4820 ASTM C 78 3 3 -28 -00 28 6x12 28.31 29.00# 136,830 4830 ASTM C 109/109M 4* Compressive Flexural X 1 Conforms l x Does Not Conform Discarded Conies to: OTTO ROSENAU & ASSOCIATES Construction Inspection & MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118 -3216 APR 1.1 4 2000 Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913664 • WABO.Registered Agency • A2LA Accredited Laboratory ' r TLi",iLA r PL._.LIC WORKS CONCRETE REPORT TEST RESULTS Reviewed by: Conforms j x Does Not Conform i This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. MAR ] 2004 Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 010 I Permit Number I 099028510990288ID99 R CEI VE:ED Project Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. MAR ] 2004 Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. 4 Date: 2 -29-00 Inspector: D. Reid t C O MMUNITY �T Inspected the resteel and placement at - . contractor placed concrete for material bin storage area- footing�s'."COn�'s�et #4 dowels 102,530 Resteel is grade 1 60 1 , as specified, from Birmingham /Cascade Placement Data Batch Weights Supplier: Miles Cemen (sack/type/lbs.): I /1I 517 W/C Ratio: Mix Number. 01550A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 30 Aggregate (size/lbs.): 5% +1- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.) • Required psi (f c): 3000 Water (lbs./gal): 325 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4 .. 58 55 104 493565 Cast Samples: Compressive X Cast Samples: Flexural Weather 1 clear j Slump Range: 14-4 A Date Samples Picked Up: 1 3-1 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area - (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3-7 -00 7 6x12 28.30 29.26# 102,530 3620 ASTM C39 X . ASTM C 78 ASTM C 109/109M Compressive X Flexural [ Conforms 1 Does Not Conform Cocles to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: 1 Conforms 1 x 1 Does Not Conform 1 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our tii nn is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: I 99 -672 1 Report Number: I 011 1 Permit Number: I D990289 Test Date Project: Foster Golf Maintenance Architect: -- Wary & Associates • Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 16 March 2000 Inspector: D. Lyal / A. Smith (trainee) Inspected the resteel and placement at retaining walls for storage bins at maintenance facility Rebar per details #1 #2 of page 14 approved prints. Resteel is grade I 60 I , as specified, from Birmingham Placement Data - - - - -- Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /11 517 W/C Ratio: Mix Number. 0155A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 4'/2" Aggregate (size/Ibs.): 1860 7/8 Total Yards Placed: 46 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/Ibs.): Vibrated: yes Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs. /gal): 32.5 Gal Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4'/ 60 56 015 495399 Cast Samples: Compressive Cast Samples: _ Weather. 1 Sunny Slump Range: 13 1 /2 - 4" Date Samples Picked Up: 13 -1 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3 -23 -00 7 6x12 28.28 29.43# 91,920 3250 ASTM C39 X - . - • — ASTM C 78 - ASTM C 109/109M Compressive X _ Flexural I Conforms 1 Does Not Conform Copies to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118 -3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F591 ;684 • WABO'Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms I x ( Does Not Conform ^ ` �� ' ' . . '.".: . •.• x Owner x Contractor x Architect x Building Dept. x Engineer Engineer PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 010 Permit Number. D990285/D990288/D99 0289 • Project: Foster Golf Maintenance Architect Wary & Associates Address: 14000 Interurban Engineer PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -29 -00 Inspector: D. Reid 6x12 Inspected the resteel and placement at contractor placed concrete for material bin storage area - footings. 'Contractor wet set #4 dowels _ 102,530 Resteel is grade 1 60 I , as specified, from Birmingham /Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): MI 517 W/C Ratio: Mix Number. 01550A Sand (Ibs.): 1290 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 30 Aggregate ( size/Ibs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size /Ibs.): Vibrated: yes Fly Ash (Ibs.): Required psi (f'c): 3000 Water (Ibs. /gal): 325 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4 58 55 104 493565 Cast Samples: Compressive X Cast Samples: Flexural Weather: i clear Slump Range: 1 4-4 A Date Samples Picked Up: i 3 -1 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3 -7 -00 __ 7 6x12 28.30 - 29.26# _ _ 102,530 3620 ASTM C39 X - ASTM C 78 ASTM C 109/109M Compressive X Flexural Conforms I Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F59 }3684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms x I Does Not Conform i Copies to: Reviewed by: �.T - /i /• /1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 009 Permit Number: 0990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates R E C E V E ID Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -22 -00 Inspector: R. Bogle MAR 14 2000 6x12 Inspected the resteel and placement at - column base "crew building" line C at 3 thru 5 fines and sha ..,!! L,: ' 1.• . • •. • and walls line A to B and 1 to 2 and second building C to E and 1� - �k� T; ' - '� per approved plans and specs. Permit # for shacks 123,910. Resteel is grade 1 60 I , as specified, from Birmingham Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /11 517 W/C Ratio: Mix Number: 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 4 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 22 Aggregate (size/lbs.): Placed Via: B -Bone Aggregate (size/lbs.): Fly Ash (lbs.) Vibrated: yes Required psi (f'c): 3000 Water (lbs. /gal): hot 33 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4 44 48 492783 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 overcast — rain showers Slump Range: 1 4 Date Samples Picked Up: 1 2 -23-00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -29 -00 7 6x12 28.26 29.66# 123,910. 4380 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural Conforms I Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material•Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • AAA Accredited Laboratory CONCRETE REPORT Coples to: TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property d Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fmi is strictly prohibited. Page 1 of 1 1 Conforms I x I Does Not Conform 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 009 Permit Number: D990285/D990288/D99 0289 - Weight Project: Foster Golf Maintenance Architect Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -22 -00 Inspector: R. Bogle • Inspected the resteel and placement at . column base "crew building" line C at 3 thru 5 lines and shack foundation footings and walls line A to B and 1 to 2 and second building C to E and 3 to 4 lines. Rebar as per approved plans and specs. Permit # for shacks 123,910 Resteel is grade I 60 I , as specified, from ' Birmingham Placement Data I Batch Weights Supplier: Miles Cement (sack/type/Ibs.): I /11 517 W/C Ratio: Mix Number. 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 4 Aggregate ( size/lbs.): 1860 7/8 177,330 Total Yards Placed: 22 Aggregate (size/lbs.): Placed Via: B -Bone Aggregate (size/lbs.): Fly Ash (Ibs.): Vibrated: yes Required psi (Pc): 3000 Water (Ibs. /gal): Yards Slump hot 33 Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Sample Data Cast Samples: 1-4 10 4 - 44 48 492783 Cast Samples: Cast Samples: X Weather: I overcast — rain showers Slump Range: 1 4 Date Samples Picked Up: 1 2 -23 -00 • Comments Specimen Number Test Date • Field Cure Age (Days) Size (In.) Area (Sq.ln.) - Weight Max Load _ (Lbs.) Strength (psi) Tested in general accordance with 1 2 -29 -00 7 6x12 28.26 29.66# 123,910 4380 ASTM C39 X 2 3 -21 -00 28 6x12 28.28 29.74# 177,330 .6270 ASTM C 78 3 3 -21 -00 28 6x12 28.28 29.76# 173,160 6120 ASTM C 109/109M 4* - Compressive X Flexural Conforms I x Does Not Conform CONCRETE REPORT OTTO ROSENAU & ASSOCIATES, INC, Construction Inspection & Material 6747 M.L. King Way South, Seattle, Washington 98118 - 3216: - I r- j ` Tel:(206) 725-4600 Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com 1 WBE W2F591 684 • WABO'Registered Agency • A2LA Accredited Laboratory ff f p 2 f , , w. *Discarded Copies to: TEST RESULTS Reviewed by Conforms PUEi I x I Does Not Conform r.; This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: — City of Tukwila Public Works Job Number: 99 -672 Report Number: 008 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: — City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -10 -00 Inspector: C. Bechtold 6x12 Inspected the resteel and placement at ' I middle third of eastem % of maintenance shack slab on grade 29.85# Resteel is grade i 1 , as specified, from 4780 Placement Data _. Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/Ibs.): 1860 7/8 .25% Ca.CI. Total Yards Placed: 30 Aggregate (size/Ibs.): 3 Placed Via: pump Aggregate (size /lbs.): 28 Vibrated: no Fly Ash (lbs.): 30.07# Required psi (f'c): 3000 Water (lbs. /gal): hot 33 ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4 1/2 68 39 42 491382 Cast Samples: Com•ressive X Cast Samples: Flexural Weather: 1 sunny Slump Range: 1 Date Samples Picked Up: 1 2 -11 -00 Comments Area was covered with black plastic through the night. Ground temp. 40F. Engineers stamp ok's Ca. Cl. Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -17 -00 7 6x12 28.32 29.85# 135,840 4780 ASTM C39 X 2 3 -9-00 28 6x12 28.28 _ 29.99# 171,440 6060 ASTM C 78 3 3 -9 -00 28 6x12 28.28 30.07# 174,580 6170 ASTM C 109/109M 4* Com•ressive X Flexural I Conforms ( x Does Not Conform iscarae Conies to: OTTO ROSENAU & ASSOCIATES, INC. RECER FED Construction Inspection & MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118-3216 ,� Tei:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorWser u.cbm j 2000 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory TUKWILA CONCRETE REPORT PUBLIC VVORKS TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms x I Does Not Conform 1 I x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Er ineers, Inc. Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 008 Permit Number: D990285/D990288/D99 0289 E'V " Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Er ineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. EEB 2 9 2onn Date: . 2 -10-00 Inspector: C. Bechtold flR rnti Inspected the resteel and placement at 1 middle third of eastern 1/2 of maintenance shack slab on gradepavai r +c 1tir_- 29.85# Rested is grade 1 I , as specified, from l 4780 Placement Data I Batch Weights Supplier: • Miles ' Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. 01550 Sand (lbs.): 1430 • . Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/Ibs.): 1860 718 .25% Ca.Ct. Total Yards Placed: 30 Aggregate (size/Ibs.): Placed Via: pump Aggregate (size/Ibs.): Vibrated: no Fly Ash (lbs.): • Required psi (Pc): 3000 Water (lbs. /g I): hot 33 ASTM C 109/109M :,. : • S ample Data '. Yards Slump Air Content . Concrete Temp ' Ambient Temp • Truck No. " ''' ��•T.ickst .=•:` !No.T . . Cast.Samples: 1-4 10 4'6 68 39 42 491382 Cast Samples: _ Compressive X Cast Samples: Flexural Weather: sunn Slum • Ran • e: Date Samples Picked Up: 2 -11-00 . Comments Area was covered with black plastic through the night. Ground temp. 40F. Engineers stamp ok's Ca. CL • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load ALbs.) Strength (psi) Tested in general accordance with 1 2 -17 -00 7 6x12 28.32 29.85# 135,840 4780 ASTM C39 X .' ASTM C 78 • ASTM C 109/109M • Compressive X Flexural . 1 Conforms I Does Not Conform Cozies to: CONCRETE REPORT TEST RESULTS This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 OTTO ROSENAU & ASSOCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com • WBE W2F5913684 ' WABO Registered Agency • A2LA Accredited Laboratory Reviewed by: Conforms x 1 Does Not Conform x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 007 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -4 -00 Inspector: C. Bechtold 6x12 Inspected the resteel and placement at • 1 slab on grade north and south 1/3 of east section of crew building 30.07# Resteel is grade 1 1 , as specified, from 4560 Placement Data -- Batch Weisihts Supplier: Miles Cement (sack/type/lbs.): 1/II 516 W/C Ratio: Mix Number. 01550 Sand (Ibs.): 1542 Admixtures (specify) Max Slump Allowed: Aggregate (size/Ibs.): 1842 7/8 41.6oz Calcium Total Yards Placed: 69 Aggregate (size/lbs.): 3 Placed Via: pump Aggregate (size/Ibs.): 28 Vibrated: no Fly Ash (Ibs.): 30.20# Required psi (fc): 3000 Water (Ibs. /gal): hot 18.8 gal. ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 42 4'/ 62 47 110 490867 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 sunny Slump Range: 1 Date Samples Picked Up: 1 2 -5 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -11 -00 7 6x12 28.25 30.07# 128,710 4560 ASTM C39 X 2 3 -3 -00 —. 28 6x12 28.30 - 30.13# 174,650 6170 ASTM C 78 3 3 -3 -00 28 6x12 28,30 30.20# 178,170 6300 ASTM C 109/109M 4' . Compressive X Flexural Conforms 1 x Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & MateriafTesting 6747 M.L. King Way South, Seattle, Washington 98118.3216 TeI:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms J x J Does Not Conform *Discarded Copies to: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 �„ ��• - .' 1 x I x Owner x Contractor Architect x Building Dept. x Engineer Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Job Number: 99 -672 Report Number: 007 Permit Number: D990285/0990288/D99 0289 Weight Project: Foster Golf Maintenance - Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: - City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2-400 Inspector: C. Bechtold 6x12 Inspected the resteel and placement at ` 1 slab on grade north and south 1/3` of east section of crew building 30.07# Resteel is grade 1 1 , as specified, from 4560 Placement Data __ Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /11 516 W/C Ratio: Mix Number: 01550 • Sand (lbs.): 1542 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1842 7/8 41.6oz Calcium Total Yards Placed: 69 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs./gal): hot 18 8 gal. ASTM C 109/109M Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. . Ticket •• No. Cast Samples: 1-4 42 4 Y 62 47 110 490867 Cast Samples: Compressive X Cast Samples: Flexural • Weather: 1 sunny Slump Range: j Date Samples Picked Up: 1 2 -5 -00 . Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -11 -00 7 6x12 28.25 30.07# 128,710 4560 ASTM C39 X _ _ ASTM C 78 ASTM C 109/109M Compressive X Flexural Conforms 1 Does Not Conform Copies to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax :(206) 723-2221 • Website: www.ottorosenau.com WBE W2F591 1684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms 1 x 1 Does Not Conform 1 J Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer 'Architect: Wary & Associates 1 Job Number: 99 -672 Report Number: 006 Permit Number: D990285/D990288/D99 0289 Weight Max Load (Lbs.) Strength (psi) Project: Foster Golf Maintenance 'Architect: Wary & Associates 1 Address: 14000 Interurban . • Engineer: PWA Engineers, Inc. • 7 Client: •- City of Tukwila Public Works Contractor. Clements Brothers, Inc. 29.69# Date: 2 -3 -00 Inspector: K. Brush ASTM C39 X Inspected the resteel and placement at • 1 slab on grade west side. __ Resteel is grade 1 1 , as specified, from Placement Data ._—_ Batch Weights = ' ^`.=;•;:" Supplier: Miles Cement (sack/typeAbs.): I /II W/C Ratio: Mix Number. • 01550 • Sand (Ibs.): Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/Ibs.): Total Yards Placed: 70 Aggregate (size/Ibs.): Placed Via: pump • Aggregate (size/Ibs.): • Vibrated: yes Fly Ash (Ibs.): . Required psi (f'c): 3000 Water (Ibs. /gal): 275 Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck !No. 4 ` , • .:Ticket "No.`� ': Cast Samples: 1-4 51 5 60 50 15 490667 Cast Samples: Cast Samples: _ • . .: ;;�: Does Not Conform Weather: 1 clear Slump Range: T Date Samples Picked Up: 1 • . Comments : . :r . • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -10 -00 7 6x12 28.25 29.69# 105,920 3750 ASTM C39 X __ ASTM C 78 ASTM C 109/109M • Compressive X Flexural 1 Conforms 1 Does Not Conform CONCRETE REPORT Copi to: OTTO ROSENA & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725 -4600 Toll Free:(888) OTTO -4 -US ' Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO.Registered Agency • A2LA Accredited Laboratory TEST RESULTS C onforms 1 x 1 Does Not Conform Reviewed by: s�nr 1: j//• „ 4 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: — City of Tukwila Public Works Job Number: 99 -672 Report Number: 006 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance - Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: — City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -3 -00 Inspector: K. Brush 6x12 Inspected the resteel and placement at . 1 slab on grade west side. 29.69# Resteel is grade 1 1 , as specified, from 3750 Placement Data �._ Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /11 W/C Ratio: Mix Number. 01550 Sand (lbs.): Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 5970 Total Yards Placed: 70 Aggregate (size/lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: yes Fly Ash (lbs.): 29.69# Required psi (fc): 3000 Water (lbs. /gal): 275 ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 51 5 60 50 15 490667 Cast Samples: Compressive X Cast Samples: _ — Flexural Weather: 1 clear Slump Range: 1 Date Samples Picked Up: 1 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -10 -00 7 6x12 28.25 29.69# 105,920 3750 ASTM C39 X 2 3 -2 -00 28 6x12 28.26 _ 29.86# 168,770 5970 ASTM C 78 3 3 -2 -00 28 6x12 28.26 29.69# 168,620 5970 ASTM C 109/109M 4* Compressive X — Flexural Conforms 1 x Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing *Discarded Copies to: p6747 M.L. King Way South, Seattle, Washington 98118-3216 t� ' Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorog u.co WBE W2F591 684 •WABO Registered Agency • A2LA Accredited Laboratory ridif( 3 G �;)� ■ CONCRETE REPORT TUKWILA PUBLIC WORKS TEST RESULTS Reviewed by: Page 1 of 1 Conforms 1 x ..- ,: c" , ', / • Does Not Conform Cewe -t:•et et' This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: - City of Tukwila Public Works Job Number: 99-672 Report Number: 005 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: -- Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: - City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 1 -21 -00 Inspector: J. Abson 6x12 Inspected the resteel and placement at ' T.S. column footings at line C grids 3, 3.1, 3.7, 4.1, 4.25, 4.5 and 4.75. Shear wall footings at line C grid 2 to 3, line 3.1 grid A to D, line 3.1 grid B.2 to D. Recessed slab and oil storage at line A grid 3.9 =127,070 Resteel is grade 1 60 1 , as specified, Birmingham • Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: 0.53 Mix Number. 01550 Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 12.5 Aggregate (size /lbs.): 2 -18 -00 Placed Via: pump Aggregate (size/lbs.): 6x12 Vibrated: mech Fl Ash lbs.: 178,220 Required psi (f c): 3000 Water (1bs. /gal): 275 ' Sample Data Yards Slump Air Content Concrete Temp Ambient Temp • Truck No. Ticket No. Cast Samples: 1-4 10 4 % 58 40 22 489430 Cast Samples: • Com.ressive X Cast Samples: Flexural Weather. 1 cloudy Slump Range: 1 4 '/2-5 Date Samples Picked Up: 1.1 -22 -00 - Comments • Specimen Number Test Date Field . Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -28 -00 -" 7 6x12 28.27 - 29.72# =127,070 4490 ASTM C39 X 2 2 -18 -00 28 6x12 28.26 29.76# 177,850 6290 ASTM C 78 3 2 -18 -00 28 6x12 28.26 29.84# 178,220 6310 ASTM C 109/109M 4* • ... _ - Com.ressive X Flexural • 1 Conforms 1 x Does Not Conform 'Discarded Copies to: OTTO ROSENAU & ASSOCIATESRINfklvED Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 FEB 2 9 2000 TeI:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenatir.Eoar\AJ . WBE W2F5913684 • WABO.Registered Agency •A2LAAccredited Laboratory PUBLIC' WORKS CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms 1 x 1 Does Not Conform 1 • 611',. " _ • This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: - City of Tukwila Public Works Job Number: 99 -672 Report Number: 005 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance - Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: - City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -21 -00 Inspector: J. Abson • Inspected the resteel and placement at T.S. column'footings at line C grids 3, 3.1, 3.7, 4.1, 4.25, 4.5 and 4.75. Shear wall footings at line C grid 2 to 3, line 3.1 grid A to D, line 3.1 grid B.2 to D. Recessed slab and oil storage at line A grid 3.9 127,070 Resteel is grade 1 60 1 , as specified, from Birmingham • Placement Data Batch Weights Supplier. Miles Cement (sack/type/lbs.): I /11 517 W/C Ratio: 0.53 Mix Number. 01550 Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 12.5 Aggregate (size/Ibs.): Placed Via: pump Aggregate (size/Ibs.): . Vibrated: mech Fly Ash (lbs.): Water (lbs. /gal): . 275 Required psi (fc): 3000 . 0 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp • Truck No. Ticket Cast Samples: 1-4 10 4' /z 58 40 22 489430 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 cloudy Slump Range: 1 4 1/2-5 Date Samples Picked Up: 1 .1 -22 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -28 -00 7 6x12 28.27 29.72# 127,070 4490 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural 1 Conforms j Does Not Conform • Cop ies to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -321 EC Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Latfrrtft G 8 MOO CONCRETE REPORT -+ �!)(1 '•.tA PUbLtC 4 ilORKS TEST RESULTS Reviewed by: Page 1 of 1 Conforms x 1 Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: "- City of Tukwila Public Works Job Number: 99 -672 Report Number: 004 Permit Number: P 9902'65JD 90288/D99 J Wi s� Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: "- City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -13 -00 Inspector: B. Robertson 6x12 Inspected the resteel and placement at ' 1 4 foot retaining wall east of crew building to equipment shed 28.77# Resteel is grade I 60 [ , as specified, from Birmingham Placement Data .___ . Batch Weights Supplier: Miles Cement (sack/type/Ibs.): I /11 517 W/C Ratio: Mix Number: • 0155A • Sand (Ibs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/Ibs.): 1860 7/8 5% MBAE 90 Total Yards Placed: 23 Aggregate (size/Ibs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: yes Fly Ash (Ibs.): . 28.81# Required psi (fc): 3000 Water (Ibs. /gal): 275 ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10.5 3 % 54 44 050 0488583 Cast Samples: Compressive X Cast Samples: Flexural Weather: I overcast Slump Range: 1 4 +/- 1 Date Samples Picked Up: I 1 -14-00 Comments No water added Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -20 -00 7 6x12 28.27 28.77# 107,850 3810 ASTM C39 X 2 2 -10 -00" _ _ 28 6x12 28.25 _ 28.78# 143,600 5080 ASTM C 78 3 2 -10 -00 28 6x12 28.25 28.81# 153,230 5420 ASTM C 109/109M 4* Compressive X Flexural Conforms 1 x Does Not Conform *Discarded Copies to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.0?roser ,y.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratil ' „„ 7 ','D CONCRETE REPORT TEST RESULTS Reviewed by: FEB 2 2 2000 on forms 1 x 1 Does Not Conform '!f This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 004 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Gotf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -13 -00 Inspector: B. Robertson 6x12 Inspected the resteel and placement at ` 1 4 foot retaining wall east of crew building to equipment shed 28.77# Resteel is grade 1 60 1 as specified, from Birmingham Placement Data - J Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /11 517 W/C Ratio: Mix Number. 0155A • Sand (Ibs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 5% MBAE 90 Total Yards Placed: 23 Aggregate (size/lbs.): ASTM C 78 Placed Via: pump Aggregate (size/Ibs.): Vibrated: yes Fly Ash (Ibs.): . Required psi (fc): 3000 Water (Ibs./gal): 275 Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10.5 3'/ 54 44 050 0488583 Cast Samples: Compressive X Cast Samples: – Flexural Weather: 1 overcast Slump Range: 14 +/- 1 Date Samples Picked Up: 1 1 -14-00 Comments No water added . Specimen Number Test Date Field Cure Age (Days) ' Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -20 -00 7 6x12 28.27 28.77# 107,850 3810 ASTM C39 X — ASTM C 78 ASTM C 109/109M • Compressive X – Flexural I Conforms 1 Does Not Conform • 1 1 OTTO ROSENAU & ASSOCIATES,. INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com ' WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Copies to: TEST RESULTS Reviewed by: Page 1 of 1 Conforms Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: - City of Tukwila Public Works Job Number: 99-672 Report Number: 003 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: - City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -10 -00 Inspector: D. Reid 6x12 Inspected the resteel and placement at ' 1 stem walls at crew building . 29.75# Resteel is grade 1 60 1 , as specified, from 4550 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): 1/11 517 W/C Ratio: Mix Number. • 0155A Sand (Ibs.): 1430 Admixtures (specify) Max Slump Allowed: 5 1/2 Aggregate ( size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 20 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (Ibs.): . - Required psi (f c): 3000 Water (Ibs. /gal): 330 Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4 Y 64 39 048 488322 Cast Samples: Compressive X Cast Samples: _ Flexural • Weather: 1 drizzle Slump Range: 1 Date Samples Picked Up: 1 1 -11 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -17 -00 7 6x12 28.28 29.75# 128,720 4550 ASTM C39 X — -- ASTM C 78 - ASTM C 109/109M Compressive X _ Flexural Conforms 1 Does Not Conform ti CONCRETE REPORT Copies to: OTTO ROSENA.U'& ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com • WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory TEST RESULTS Conforns 1 x 1 Does Not Conform Reviewed by: e6 //7• ep This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 002 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -7 -00 Inspector: _ R. Bowersock • Inspected the resteel and placement at ' retaining wall as per approved plans at crew building grid lines A/1 -5. Retaining wall footings as per approved plans at shed grid lines 1-4/A, 4 /A -E — 97,020 Resteel is grade 1 60 1 , as specified from F . Placement Data • Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517• W/C Ratio: Mix Number. 0155A Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 Air Total Yards Placed: 42.5 Aggregate (size/lbs.): Placed Via: pump Aggregate ( size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (fc): 3000 Water (lbs. /gal): 275 . Sample Data Yards . Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 30 4 54 45 104 0488241 Cast Samples: - Com•ressive X Cast Samples: _ • Flexural Weather: 1 cloudy Slump Range: 13 Y2-4 1/2 Date Samples Picked Up: 1 1 -10-00 Comments • • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -14 -00 -- 7 6x12 28.28 - 28.93# — 97,020 3430 ASTM C39 X -" ASTMC78 ASTM C 109/109M - Com•ressive X Flexural 1 Conforms I Does Not Conform — Conies to: OTTO ROSENA & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com ' WBE W2F591 p684 • WABO'Registered Agency • A2LA Accredited Laboratory REPORT Fes'•- _.. TEST RESULTS Reviewed by: Page 1 of 1 Conforms i x 1 Does Not Conform ) , i/ This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Inspector and Date Cozies to: ._,,...�...... �.-.-..,—.. �.......+..+..• u..-. n.. x. v1• q+ C. 9iC�wNw t hY+ N» w. 1�nT.+ s+ MMh' UYYITn. Mt+•. M�. Ipt' WFVYYtCA %1rtMYreetuflw.WNH.wm+n.e-w Report Number: 001 Inspection Performed: SSEAN Project: Zany Brainy Permit Number: 0990293 Address: 17396 Southcenter Parkway Blvd. Job Number 99 -676 Client: Mitchell Contracting Architect Contractor. Mitchell Contracting Engineer: CONSTRUCTION INSPECTION REPORT Inspection Results Reviewed by: Page 1 of 1 • OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory R. Hardy Performed visual inspection of welding on the following; Grids 16 to 18B to F 12 -23-99 1. Connection to wooe column angle to beam 7x7x3/8 2. Connection to tube steel column angle to beam 7x7x3/8 3. Top plate to WF column and top plate to plate 3/8x6x8 4. Plate to beam 6x12x1/4 Reference details E, B, F, H on S2. All bolts in snug tightdndition. Alt welds acceptable as per AWS D1.1.98 and AISC 9 edition. Certified WABO welder Ray Muniz, exp. 4 -1 -00, MUN17 -1948. RECEIVED JAN 11 2000 COMMUNITY DEVELOPMENT This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Owner x Contractor Architect x Building Dept. Engineer Inspector and Date Cozies to: ._,,...�...... �.-.-..,—.. �.......+..+..• u..-. n.. x. v1• q+ C. 9iC�wNw t hY+ N» w. 1�nT.+ s+ MMh' UYYITn. Mt+•. M�. Ipt' WFVYYtCA %1rtMYreetuflw.WNH.wm+n.e-w Report Number: 001 Inspection Performed: SSEAN Project: Zany Brainy Permit Number: 0990293 Address: 17396 Southcenter Parkway Blvd. Job Number 99 -676 Client: Mitchell Contracting Architect Contractor. Mitchell Contracting Engineer: CONSTRUCTION INSPECTION REPORT Inspection Results Reviewed by: Page 1 of 1 • OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory R. Hardy Performed visual inspection of welding on the following; Grids 16 to 18B to F 12 -23-99 1. Connection to wooe column angle to beam 7x7x3/8 2. Connection to tube steel column angle to beam 7x7x3/8 3. Top plate to WF column and top plate to plate 3/8x6x8 4. Plate to beam 6x12x1/4 Reference details E, B, F, H on S2. All bolts in snug tightdndition. Alt welds acceptable as per AWS D1.1.98 and AISC 9 edition. Certified WABO welder Ray Muniz, exp. 4 -1 -00, MUN17 -1948. RECEIVED JAN 11 2000 COMMUNITY DEVELOPMENT This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer. PWA Engineers, Inc. • Client: - City of Tukwila Public Works Job Number. ,� 99 -672 Report Number: 001 Permit Number: D990285/D990288/D99 0289 Weight Project: '' Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer. PWA Engineers, Inc. • Client: - City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 12 -22 -99 Inspector R. Edwards • Inspected the resteel and placement at ` perimeter footings for new maintenance building. All resteel is placed as per plan, is dean and has correct clearances. — .125,280 Resteel is grade 1 60 I , as specified from ! Birmingham Placement Data I Batch Weights • Supplier: • Miles • Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. 01550 Sand (Ibs.): 1430 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/Ibs.): 1860 7/8 171,550 Total Yards Placed: 38 Aggregate (size/Ibs.): Placed Via: pump Aggregate (size/Ibs.): Vibrated: yes Fly Ash (Ibs.): . 28.30 Required psi (fc): 3000 Water (Ibs. /gal): 330 .5970 Sample Data • Yards . Slump Air Content Concrete Temp Ambient Temp Truck • No. Ticket No. Cast Samples: 1 -4 12 4 56 38 41 486727 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 Slump Range: 1 Date Samples Picked Up: 1 12 -23-99 • •• . . Comments . • . • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -29-99 . _- 7 6x12 28.31 - 29.96# — .125,280 4430 ASTM C39 X 2 1 -19 -00 28 6x12 28.30 30.14# 171,550 6060 ASTM C 78 3 1 -19 -00 28 6x12 28.30 29.98# 168,980 .5970 ASTM C 109/109M 4* Compressive X Flexural 1 Conforms . I X Does Not Conform = *Discarded • Coa ies to: OTTO ROSENA & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms 1 x 1 Does Not Conform 1 Reviewed by: Page 1 of 1 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. ■ x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: — City of Tukwila Public Works Job Number: 99 -672 Report Number: 001 Permit Number: 0990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: — City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 12 -22 -99 Inspector: R. Edwards 6x12 Inspected the resteel and placement at ' perimeter footings for new maintenance building. All resteel is placed as per plan, is dean and has correct clearances. 125,280 Resteel is grade 1 60 i , as specified from Birmingham Placement Data Batch Weights Supplier: • Miles Cement (sack/type/lbs.): I /11 517• W/C Ratio: Mix Number. 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/Ibs.): 1860 7/8 ASTM C 78 • Total Yards Placed: 38 Aggregate (size/Ibs.): Placed Via: pump Aggregate (size/Ibs.): Vibrated: yes Fly Ash (lbs.): Required psi (fc): 3000 Water (lbs. /dal): 330 Sample Data Yards . Slump Air Content Concrete Temp Ambient Temp Truck • No. Ticket ' No. Cast Samples: 1-4 12 4 56 38 41 486727 Cast Samples: __ Compressive X Cast Samples: • Flexural Weather: 1 Slump Range: 1 Date Samples Picked Up: 1 12 -23-99 Comments • . Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -29-99 7 6x12 28.31 29.96# 125,280 4430 ASTM C39 X ASTM C 78 ASTM C 109/109M __ Compressive X Flexural 1 Confomns I Does Not Conform Caaies to: OTTO ROSENA.0 & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Ft F c: rd F f 'r Tel:(206) 725-4600 • Toll Free:(888) 070.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory i t i ; • CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 PUEUC WORKS •Conforms ) x Does Not contorn This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written pemnission from our firm is strictly prohibited. Job Number. 1 99 -676 1 Report Number: 1 001 I Permit Number: 1 D990406 Owner x Contractor Address: 18161 Segate Dr., Tukwila. Architect x Building Dept. Date: 12 -17 -99 • Engineer • Inspected the resteel and placement at 1 rat stab for freezer addition Job Number. 1 99 -676 1 Report Number: 1 001 I Permit Number: 1 D990406 Test Date Project: Rowley Refrigeration - Tukwila Architect: Address: 18161 Segate Dr., Tukwila. Engineer: Client: Tohbak . - Contractor. Tohbak • Date: 12 -17 -99 • Inspector: R. Edwards • Inspected the resteel and placement at 1 rat stab for freezer addition • • Resteel is grade 1 1 , as specified, from Placement Data . 1 . Batch Weights Supplier: Miles Cement (sack/type/lbs.): I/11 564 W/C Ratio: Admixtures (swift) Mix Number 038006 Sand (lbs.): 1210 Max Slump Allowed: - Aggregate (size/lbs.): 1880 3/8 Total Yards Placed: 11 Aggregate (siz&Ibs.): Placed Via: wheel barrow Aggregate (size/lbs.): Vibrated: Fly Ash (lbs.): • • Required psi (fc): 2500 Water (lbs. /gal):. 375 • - Sample Data Yards Slump Air Content Concrete Temp • Ambient Tamp Truck .. 'No. : • TIckst • '�- lilo''0. Cast Samples: 1-4 2 5'f 59 45 48 46279 Cast Samples: • Cast Samples: Compressive . X Weather: 1 • Slump Range: 1 • Date Samples Picked Up: 1 12-20-99 • Comments • , Flexural Specimen Number Test Date Field Cure Age - (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance will 1 12 -24-99 7 6x12 28.30 29.30# 119,030 4210 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive . X Flexural 1 Conforms 1 Doss Not Contain OTTO ROSENA.0 & ASSOCIATES, INC.. Construction Inspection & Material Testing • 6747 M.L. King Way South, Seattle, Washington 98118.3216 Te4:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms 1 1 Does Not Conform 1 • Copies to: Reviewed by: e This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & rta r 1peocT2'J of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 J AN 11 2000 CC" AUNITY DE`.._LOPMENT x Owner x Contractor x Architect x Building Dept. x Engineer • Inspected the resteel and placement at Job Number: I 99-672 I Report Number: I 013 I Permit Number: I D990289 Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 6-8 -00 Inspector: C. Bechtold/Train M. Ruoff • Inspected the resteel and placement at Material storage bins, wash -up island, fuel island west shed column footings at A.5, 1.25, 1.5, 1.75, east shed column footing at 3.5, D. Resteel is grade I 60 I , as specified, from Birmingham and Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517# W/C Ratio: Mix Number. 0155A Sand (lbs.): 1290# Admixtures (specify) Max Slump Allowed: 5' Aggregate (size/lbs.): 1860# Total Yards Placed: 70 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: tailgate Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs. /Sal): 32.5 Gal Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket .No. Cast Samples: • 1-4 30 5' 62° 57° 51 5041880 Cast Samples: Cast Samples: Weather: I Raining I Slump Range: 1 " -5' Date Samples Picked Up: 1 6 -9 -00 Comments I Specimen Test Field Age Size Area Max Load Strength Tested in general Number Date Cure (Days) _ (In.) _ (Sq.In.) Weight (Lbs.) (psi) accordance with 1 . 6-15 -00 7 6x12 28.34 28.79# 81,440 2870 ASTM C39 X 2 7 -6-00 28 6x12 28.29 29.18# 122,180 4320 ASTM C78 3 7 -6-00 28 6x12 28.29 28.88# 119,680 4230 ASTM C109/109M 4* Compressive X Flexural I Conforms I x Does Not Conform 'Discarded Ccales to: OT'OCOSENAU & ASSTCLI.TES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax :(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency •A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms l x I Does Not Conform Reviewed by: This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 'Discarded Ccales to: OT'OCOSENAU & ASSTCLI.TES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax :(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency •A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms l x I Does Not Conform Reviewed by: This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer • Inspected the resteel and placement at Job Number: [ 99-672 I Report Number: I 013 I Permit Number: I D990289 Test Date Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 6-8 -00 _ Inspector: C. Bechtold/Train M. Ruoff • Inspected the resteel and placement at Material storage bins, wash -up island, fuel island west shed column footings at A.5, 1.25, 1.5, 1.75, east shed column footing at 3.5, D. Resteel is grade I 60 I , as specified, from Birmingham and Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517# W/C Ratio: Mix Number. 0155A Sand (lbs.): 1290# Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1860# Total Yards Placed: 70 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: tailgate Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs./gal): 32.5 Gal . Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 30 5" 62° 57° 51 5041880 Cast Samples: Compressive Cast Samples: Weather: I Raining Slump Range: I 4"-5" Date Samples Picked Up: 16 -9 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 6 -15 -00 7 6x12 28.34 28.79# 81,440 2870 ASTM C39 X ASTM C78 ASTM C109/109M Compressive X Flexural I Conforms ] Does Not Conform 01( .0CiOSENAU & ASSCI,.TES INC Construction Inspection & Material Testing tirfl 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com„ WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory 2000 CONCRETE REPORT TEST RESULTS Copies t Reviewed by: Page 1 of 1 Conforms ��i✓i_l� .I ''Jn��KS x I Does Not Conform 0X This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: I 99 -672 I Report Number: I 012 I Permit Number: I D990289 Test Date Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 16 May 2000 Inspector: D. Reid Inspected the resteel and placement at Contractor placed concrete for slab on grade at equipment shed A permit #099 -0289. Slab on grade at equipment shed B permit #D99 -0288. Car wash wall permit #D99 -0285 Resteel is grade I I , as specified, from 6x12 Placement Data Batch Weights Supplier: Miles Cement (sack/type/bs.): UII 517# W/C Ratio: Mix Number. 0155A Sand (lbs.): 1290# Admixtures (specify) Max Slump Allowed: 6' Aggregate (size/lbs.): 1860# 6x12 Total Yards Placed: 70 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f c): 3000 Water (Ibs. /qal): 32.5 Gal 28.33 Sample Data :. Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket • -: No. Cast Samples: 1-4 40 4W 73 70° 999 0501997 Cast Samples: Compressive Cast Samples: Weather: I Clear and Sunn I Slump Range: I 4 W — 51/2' Date Samples Picked Up: 1 5-17 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 5 -23-00 7 6x12 28.34 29.03# 111,450 3930 ASTM C39 X 2 6-13 -00 ' 28 6x12 28.33 29.01# 139,340 4920 ASTM C78 3 6-13 -00 28 6x12 28.33 29.05# 137,460 4850 ASTM C109/109M 4* Compressive X Flexural I Conforms I x Does Not Conform O VX ..1OSENAU & ASS DC►. TES, INC. Construction Inspection & Material Testing C 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723.2221 • Website: www.ottorosenauiorn WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory -p. i ' �; :, , CONCRETE REPORT F �� `�" �'`' *Discarded Copies to: TEST RESULTS Reviewed by: This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms I x I Does Not Conform I fPvae-4.-erer x Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: I 99 -672 I Report Number: I 012 I Permit Number: I ' D990289. _.. . ; -, Test Date Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 16 May 2000 Inspector. D. Reid Inspected the resteel and placement at Contractor placed concrete for slab on grade at equipment shed A permit #099-0289. Slab on grade at equipment shed B permit #099-0288. Car wash wall permit #099 -0285 Resteel is grade I I , as specified, from 6x12 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517# W/C Ratio: Mix Number. 0155A Sand (lbs.): 1290# Admixtures (specify) Max Slump Allowed: 6" Aggregate (size/lbs.): 1860# Total Yards Placed: 70 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate ( size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs. /gal): 32.5 Gal Sample Data • Yards Slump Air Content Concrete Temp Ambient Temp Truck No. ' . Ticket No. Cast Samples: 1-4 40 4' /i" 73° 70° 999 0501997 Cast Samples: Compressive Cast Samples: I Weather: I Clear and Sunny Slump Range: 14'/z — 5 1/2" Date Samples Picked Up: 15 -17 -00 Comments . Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 5-23 -00 7 6x12 28.34 29.03# 111,450 3930 ASTM C39 X ASTM C78 ASTM CI09/109M Compressive X Flexural I Conforms I Does Not Conform les to: 0 IOSENAU & ASSCI ,TES, INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms I x I Does Not Conform I ' This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. 1 x Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at Job Number: I 99-672 I Report Number: I 011 1 Permit Number. I D990289 Test Date Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 16 March 2000 Inspector: D. Lyal / A. Smith (trainee) Inspected the resteel and placement at retaining walls for storage bins at maintenance facility Rebar per details #1 #2 of page 14 approved prints. Resteel is grade I 60 I , as specified, from Birmingham Placement Data Batch Weights Supplier: Miles ' Cement (sack/type/lbs.): I/li 517 VV /C Ratio: Mix Number. 0155A Sand (lbs.): 1290 Admixtures (specify) Max Slump Mowed: 4 Aggregate (size/lbs.): 1860 7/8 6x12 Total Yards Placed: 46 Aggregate (size/lbs.): 5% +1- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs. /gal): 32.5 Gal 28.31 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4'/ 60 56 015 495399 Cast Samples: Compressive Cast Samples: Weather: 1 Sunny Slump Range: 1 3 .4 - 4" Date Samples Picked Up: 13 -1 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3-23 -00 7 6x12 28.28 29.43# 91,920 3250 ASTM C39 X 2 4-13 -00 28 6x12 28.31 29.58# 115,830 4090 ASTM C 78 3 4-13 -00 28 6x12 28.31 29.57# 125,850 4450 ASTM C 109/109M 4° Compressive X Flexural Conforms [ x Does Not Conform OT L.OSENAU & ASSC :.TES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-32161 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website:www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory *Discarded Conies to: CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 • FA :6 Conforms I x I Does Not Conform I L : t � (~ /i % • � � 0 " ' • - f -'.if ( This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 010 Permit Number: D990285/D990288/D99 0289 • • Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -29-00 Inspector: D. Reid 6x12 Inspected the resteel and placement at ' contractor placed concrete for material bin storage area - footings. 'Contractor wet set #4 dowels 102,530 Resteel is grade I 60 I , as specified, from Birmingham /Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. 01550A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 30 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): 6x12 Vibrated: yes Fly Ash (lbs.): 136,830 Required psi WO: 3000 Water (lbs. /gal): 325 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4 58 55 104 493565 Cast Samples: Compressive X Cast Samples: Flexural Weather: I clear Slump Range: 14-4 A Date Samples Picked Up: 13 -1 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3 -7 -00 7 6x12 28.30 29.26# 102,530 3620 ASTM C39 X 2 3-28 -00 28 6x12 28.31 29.17# 136,520 4820 ASTM C 78 3 3 -28 -00 28 6x12 28.31 29.00# 136,830 4830 ASTM C 109/109M 4' Compressive X Flexural I Conforms I x Does Not Conform *Discarded Copies to: OT.:,0CDSENAU & ASSNCI;: TES, I .,��� , Construction Inspection & MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118-3216 APR 0f If MD Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory PU_:LIC WORKS CONCRETE REPORT TEST RESULTS Reviewed by: ww j� • • Conforms x I Does Not Conform I This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Inspected the resteel and placement at . Job Number: I 99 -672 1 Report Number: 1 011 1 Permit Number: 1 D990289 Test Date Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 16 March 2000 Inspector: D. Lyal / A. Smith (trainee) Inspected the resteel and placement at . retaining walls for storage bins at maintenance facility Rebar per details #1 #2 of page 14 approved prints. Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data • Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number: 0155A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 4 W Aggregate (size/lbs.): 1860 7/8 Total Yards Placed: 46 • Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (Pc): 3000 Water (Ibs. /gal): 32.5 Gal Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4 % 60 56 015 495399 Cast Samples: Compressive Cast Samples: Weather: i Sunny Slump Range: 1 3 %z - 4" Date Samples Picked Up: 13 -1 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3 -23 -00 7 6x12 28.28 29.43# 91,920 3250 ASTM C39 X ASTM C 78 ASTM C 109/109M . Compressive X Flexural 1 Conforms 1 Does Not Conform Coates to: OTC O kJSENAU & ASS1 CIS,. ES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 onfomis I x I Does Not con torn This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 009 Permit Number: D990285/D990288/D99 0289 • • Project: Foster Golf Maintenance Architect Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 2 -22 -00 Inspector: R. Bogle 6x12 Inspected the resteel and placement at column base "crew building" line C at 3 thru 5 lines and shack foundation footings and walls line A to B and 1 to 2 and second building C to E and 3 to 4 lines. Reber as per approved plans and specs. Permit # for shacks 123,910 Resteel is grade i 60 I , as specified, from ' Birmingham Placement Data + Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number: 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 4 Aggregate ( size/lbs.): 1860 7/8 177,330 Total Yards Placed: 22 Aggregate (size/lbs.): Placed Via: B -Bone Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.) 28.28 Required psi (f c): 3000 Water (Ibs. /gal): hot 33 6120 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4 44 48 492783 Cast Samples: Compressive X Cast Samples: Flexural Weather: I overcast — rain showers Slump Range: 14 Date Samples Picked Up: 12 -23 -00 Comments Specimen Number Test Date Field Cure Age Da s Size In. Area S• in. Wei•ht Max Load Lbs. Strength 'Si Tested in general accordance with 1 2 -29 -00 7 6x12 28.26 29.66# 123,910 4380 ASTM C39 X 2 3 -21 -00 28 6x12 28.28 29.74# 177,330 6270 ASTM C 78 3 3 -21 -00 28 6x12 28.28 29.76# 173,160 6120 ASTM C 109/109M 4* Compressive X Flexural Conforms I x Does Not Conform *Discarded Copies to: OIL CSENAU & ASSLCI /. TES, INC. Construction Inspection & Material 6747 M.L. King Way South, Seattle, Washington 98118.3216 4 I r ; /• r; - f L.. Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory t r`; `L tlu CONCRETE REPORT Tyr ' A PUELUC TEST RESULTS Reviewed by. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms I x I Does Not Conform .- rte C�, i�' / i /• :i cri14. ^ 1't: :'f/ x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 008 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -10 -00 Inspector: C. Bechtold 6x12 Inspected the resteel and placement at . I middle third of eastern of maintenance shack slab on grade 29.85# Resteel is grade I I , as specified, from 4780 Placement Data Batch Weights Supplier: Miles Cemen (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 .25% Ca.CI. Total Yards Placed: 30 Aggregate (size/lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: no Fly Ash (lbs.): 30.07# Required psi (f'c): 3000 Water (lbs. /gal): hot 33 ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4'/ 68 39 42 491382 Cast Samples: Compressive X _ Flexural Cast Samples: Weather: I sunny Slump Range: I Date Samples Picked Up: 12 -11 -00 Comments Area was covered with black plastic through the night. Ground temp. 40F. Engineers stamp ok's Ca. Cl. Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -17 -00 7 6x12 28.32 29.85# 135,840 4780 ASTM C39 X 2 3 -9-00 28 6x12 28.28 29.99# 171,440 6060 ASTM C 78 3 3 -9 -00 28 6x12 28.28 30.07# 174,580 6170 ASTM C 109/109M 4* Compressive X Flexural I Conforms I x Does Not Conform 01(.. 0 k3SENAU & ASSL CIk'ES, INC. Construction Inspection & Material Testing RECE V E D 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723.2221 • Website: www.ottor{i u.abm j 20:30 WBE W2F5913684 • WABO Registered Agency ' A2LA Accredited Laboratory TUrW LA CONCRETE REPORT PUE! IC WORKS TEST RESULTS onTonns I x I Does Not Gontorm Discarded Copies to: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rasenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 J- -L' /: % r x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 006 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -3 -00 Inspector: K. Brush 6x12 Inspected the resteel and placement at - I slab on grade west side. 29.69# Rested is grade I I , as specified, from 3750 Placement Data Batch Wejghts Supplier: Miles Cement (sack/type/lbs.): VII W/C Ratio: Mix Number. 01550 Sand (lbs.): Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 5970 Total Yards Placed: 70 Aggregate ( size/lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: yes Fly Ash (lbs.): 29.69# Required psi (fc): 3000 Water (lbs. /gal): 275 ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 51 5 60 50 15 490667 Cast Samples: Compressive X Cast Samples: _ Flexural Weather: I clear Slump Range: I Date Samples Picked Up: I Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -10 -00 7 6x12 28.25 29.69# 105,920 3750 ASTM C39 X 2 3 -2 -00 28 6x12 28.26 29.86# 168,770 5970 ASTM C 78 3 3 -2 -00 28 6x12 28.26 29.69# 168,620 5970 ASTM C 109/109M 4* Compressive X Flexural Conforms 1 x Does Not Conform 'Discarded Copies to: • 0 "µt0 C,CSENAU & ASSCI�,� ES INC. Construction Inspection & Material Testing ET , . r� �- 6747 M.L. King Way South, Seattle, Washington 98118-3216 t`' ° L.R�t Tel:(206) 725 -4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723-2221 • Website: www.ottoro;irp coin , WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory F"rk, ! CONCRETE REPORT TU KWI LA PUBLIC WORKS TEST RESULTS Conforms I x Does Not Conform I Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 007 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -4 -00 Inspector: C. Bechtold 6x12 Inspected the resteel and placement at ' I slab on grade north and south 1/3 of east section of crew building 30.07# Resteel is grade I ( , as specified, from 4560 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I/II 516 W/C Ratio: Mix Number. 01550 Sand (lbs.): 1542 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1842 7/8 41.6oz Calcium Total Yards Placed: 69 Aggregate (size/lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: no Fly Ash (lbs.): 30.20# Required psi (fc): 3000 Water (lbs. /gal): hot 18.8 gal. ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1 -4 42 4 1/2 62 47 110 490867 Cast Samples: Compressive X Cast Samples: Flexural Weather: I sunny Slump Range: I Date Samples Picked Up: 12 -5 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -11 -00 7 6x12 28.25 30.07# 128,710 4560 ASTM C39 X 2 3 -3 -00 28 6x12 28.30 30.13# 174,650 6170 ASTM C 78 3 3 -3 -00 28 6x12 28.30 30.20# 178,170 6300 ASTM C 109/109M 4* Compressive X Flexural Conforms I x Does Not Conform 'Discarded Copies to: 0 "0 OSENAU & ASSJCIf, ES, INC. Construction Inspection & MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) 0Tr0.4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms ti• x I Does Not Confo This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 009 Permit Number: D990285/D9902881D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 2 -22 -00 Inspector. R. Bogle • Inspected the resteel and placement at . column base "crew building' line C at 3 thru 5 lines and shack foundation footings and walls line A to B and 1 to 2 and second building C to E and 3 to 4 lines. Rebar as per approved plans and specs. Permit # for shacks 123,910 Resteel is grade 60 , as specified, from Birmingham Placement Data Batch Weights Supplier: Miles Cemen (sack/type/lbs.): WI 517 W/C Ratio: Mix Number: 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 4 Aggregate (size /lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 22 Aggregate (size/lbs.): Placed Via: B -Bone Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs./gal): hot 33 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4 44 48 492783 Cast Samples: Compressive X Cast Samples: Flexural Weather: I overcast — rain showers I Slump Range: 14 Date Samples Picked Up: 12 -23 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -29 -00 7 6x12 28.26 29.66# 123,910 4380 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural Conforms j Does Not Conform Copies to: 01:0 .OSENAU & ASSLCIf,r'ES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms x I Does Not Conform x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 010 Permit Number: D990285/D990288/D99 0289 • Project: Foster Golf Maintenance Architect Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -29 -00 Inspector: D. Reid 6x12 Inspected the resteel and placement at contractor placed concrete for material bin storage area - footings. *Contractor wet set #4 dowels 102,530 Resteel is grade I 60 I , as specified, from Birmingham /Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): 1/11 517 W/C Ratio: Mix Number. 01550A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTMC78 Total Yards Placed: 30 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs./gal): 325 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4 58 55 104 493565 Cast Samples: Compressive X Cast Samples: Flexural Weather: I clear Slump Range: 14-4 Date Samples Picked Up: 13 -1 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3 -7 -00 7 6x12 28.30 29.26# 102,530 3620 ASTM C39 X . ASTMC78 ASTM C 109/109M Compressive X Flexural [ Conforms I Does Not Conform 0 0 ROSENAU & ASSOCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Copies to: CONCRETE REPORT TEST RESULTS Reviewed by: on forms i x I Does Not cornorm cc` ji /• / � This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 005 Permit Number: 0990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -21 -00 Inspector: J. Abson 6x12 Inspected the resteel and placement at ' T.S. column footings at line C grids 3, 3.1, 3.7, 4.1, 4.25, 4.5 and 4.75. Shear wall footings at line C grid 2 to 3, line 3.1 grid A to D, line 3.1 grid B.2 to D. Recessed slab and oil storage at line A grid 3.9 127,070 Resteel is grade I 60 I_ , as specified, from Birmingham • Placement Data Batch Weights Supplier: Miles Cemen (sack/type/lbs.): I /II 517 W/C Ratio: 0.53 Mix Number. 01550 Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 12.5 Aggregate (size/lbs.): 2 -18 -00 Placed Via: pump Aggregate (size/lbs.): 6x12 Vibrated: mech Fly Ash (lbs.): 178,220 Required psi (fc): 3000 Water (lbs. /gal): 275 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4'/ 58 40 22 489430 Cast Samples: • Compressive X Cast Samples: Flexural • Weather: I cloudy Slump Range: 14 %-5 Date Samples Picked Up: I.1 -22 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -28 -00 7 6x12 28.27 29.72# 127,070 4490 ASTM C39 X 2 2 -18 -00 28 6x12 28.26 29.76# 177,850 6290 ASTM C 78 3 2 -18 -00 28 6x12 28.26 29.84# 178,220 6310 ASTM C 109/109M 4* Compressive X Flexural I Conforms I x Does Not Conform 07 .13 ROSENAU & ASS C. MATES NalvEn Construction Inspection & Material Testing *Discarded Conies to: FE 2 s 200B 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 'Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenaq.�,o \ /JI LA WBE W2F5913684 • WABO Registered Agency •A2LA Accredited Laboratory PUBLIC W ORKS CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms I x I Does Not Conform I I 6 1^,4 // / • This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 008 Permit Number: 0990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -10-00 Inspector: C. Bechtold • Inspected the resteel and placement at' I middle third of eastern % of maintenance shack slab on grade 29.85# Resteel is grade I f , as specified, from 4780 Placement Data Batch Weights Supplier: Miles Cement (sacc/type/bs.): I /I1 517 W/C Ratio: Mix Number. 01550 " . Sand (lbs.): 1430 Admixtures (specify) Max Slump Mowed: 5 Aggregate (size/lbs.): 1860 7/8 .25% Ca.CI. Total Yards Placed: 30 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): • Required psi (f'c): 3000 Water (lbs. /gal): hot 33 ASTM C 109/109M • Sample Data Yards Slump • Air Content Concrete Temp . Ambient Temp Truck . No. " ' . Ticket - '•.: :No._ "' Cast Samples: 1-4 10 4 % . 68 39 42 491382 Cast Samples: Com . ressive X Cast Samples: • Flexural Weather: I sunny I Slump Range: I Date Samples Picked Up: 12 -11 -00 • Comments . ::.%.:: ,- *... ,- ....- . Area was covered with black plastic through the night. Ground temp. 40F. Engineers stamp ok's Ca. CI. Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -17 -00 7 6x12 28.32 29.85# 135,840 4780 ASTM C39 X ASTM C 78 ASTM C 109/109M Com . ressive X • Flexural I Conforms I Does Not Conform " . 01(,0 ROSENAU & ASSCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Conies to: TEST RESULTS on forms i x I Does Not Gonrorm Reviewed by: /% /• . '•� This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page . 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 004 Permit Number: P J GO LIC 9902135/D' • 0288/D99 WI . ;WS Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -13 -00 Inspector: B. Robertson • • Inspected the resteel and placement at 1 4 foot retaining wall east of crew building to equipment shed 28.77# Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. • 0155A • Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 5% MBAE 90 Total Yards Placed: 23 Aggregate (size /lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: yes Fly Ash (lbs.): . 28.81# Required psi (fc): 3000 Water (lbs. /gal): 275 ASTM C 109/109M Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10.5 3'/: 54 44 050 0488583 Cast Samples: Compressive X Cast Samples: Flexural • Weather: I overcast Slump Range: 1 4 +/- 1 Date Samples Picked Up: 1 1 -14-00 Comments No water added Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -20-00 7 6x12 28.27 28.77# 107,850 3810 ASTM C39 X 2 2 -10 -00 28 6x12 28.25 28.78# 143,600 5080 ASTM C 78 3 2 =10 -00 28 6x12 28.25 28.81# 153,230 5420 ASTM C 109/109M 4* Compressive X Flexural Fr Does Not Conform 1 Conforms iscaro Copies to: OT _J ROSENAU & ASSC ..;IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 ' Toll Free:(888) OTTO-4-US ' Fax:(206) 723-2221 ' Website: www.cOto.r9spgy.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratil`ryt r. 5 1/EA CONCRETE REPORT TEST RESULTS Conforms I x I Does Not Conform I Reviewed by: FEB 2 2 200n This eport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Address: 14000 Interurban Job Number: 99-672 Report Number: 006 Permit Number: D990285/D990288/D99 0289 .:: -•::••4;:-.;;;;.::.: . , Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban • . Engineer: PWA Engineers, Inc. . Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. 28.25 Date: 2-3-00 Inspector: K. Brush 3750 . . Inspected the resteel and placement at - I slab on grade west side. • Resteel is grade I I , as specified, from Placement Data Batch Weights ASTM C 78 Supplier: Miles Cement (sack/type/lbs.): I/II W/C Ratio: Mix Number: • 01550 - Sand (lbs.): Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): ASTM C 109/109M Total Yards Placed: 70 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (fc): 3000 Water (lbs./gal): 275 Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. '--• . Ticket Cast Samples: 1-4 51 5 60 50 15 490667 Cast Samples: Cast Samples: • . I Conforms I Weather: I clear Slump Range: I Date Samples Picked Up: I . Comments • - - :-;:::',;:,.., • • Specimen Number Test Date Field Cure Age (Da s) Size (In.) Area Sq.ln.) Wei . ht Max Load (Lbs.) Strength 'Si) Tested in general accordance with 1 2-10-00 7 6x12 28.25 29.69# 105,920 3750 ASTM C39 ASTM C 78 ASTM C 109/109M Corn • ressive Flexural I Conforms I Does Not Conform :.. Copies to: 07.0 ROSENAU & ASSL CIATES INC. , Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 981183216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Conforms 7. 1. • 7 Does Not Conform I This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Job Number: 99 -672 Report Number: 007 . Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Warr & Associates Address: 14000 Interurban • Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2-4-00 Inspector: C. Bechtold • Inspected the resteel and placement at ` I slab on grade north and south 1 /3 of east section of crew building 30.07# Resteel is grade ( I , as specified, from 4560 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 516 W/C Ratio: Mix Number: • 01550 • Sand (lbs.): 1542 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1842 7/8 41.6oz Calcium Total Yards Placed: 69 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): . Required psi (f'c): 3000 Water (lbs. /Qal): hot 18.8 gal. ASTM C 109/109M Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 42 4 % 62 47 110 490867 Cast Samples: Corn • ressive X Cast Samples: Flexural • Weather: I sunny Slump Range: I Date Samples Picked Up: 12 -5 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -11 -00 7 6x12 28.25 30.07# 128,710 4560 ASTM C39 X ASTM C 78 ASTM C 109/109M Corn • ressive X Flexural Conforms I Does Not Conform Cooles to: OTC J ROSENAU & ASK .3IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS onforms I x I Does Not con torn Reviewed by: .r . This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 005 Permit Number. D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -21 -00 Inspector: J. Abson 6x12 Inspected the resteel and placement at - T.S. columri footings at line C grids 3, 3.1, 3.7, 4.1, 4.25, 4.5 and 4.75. Shear wall footings at line C grid 2 to 3, line 3.1 grid A to D, line 3.1 grid B.2 to D. Recessed slab and oil storage at line A grid 3.9 127,070 Resteel is grade I 60 ) , as specified, from Birmingham • Placement Data • Batch Weights Supplier: Miles Cement (sac fc/type/lbs.): I /II 517 W/C Ratio: 0.53 Mix Number. 01550 Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 12.5 Aggregate ( size/lbs.): Placed Via: pump Aggregate ( size/lbs.): . Vibrated: mech Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 275 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp • Truck No. Ticket No. Cast Samples: 1-4 10 4 % 58 40 22 489430 Cast Samples: • Compressive X Cast Samples: Flexural Weather: I cloudy Slump Range: 14 1/2-5 Date Samples Picked Up: I .1 -22 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -28 -00 7 6x12 28.27 29.72# 127,070 4490 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms I Does Not Conform Copies to: OTC 0 ROSENAU & ASS (.'IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.321Q':; .�iy�,, IVED Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Latl�lrpttr 0 8 2000 CONCRETE REPORT PU A � ORKS TEST RESULTS Re by: Page 1 of 1 Conforms I x I I Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: ,1,,; 99 -672 Report Number: 001 Permit Number: D990285/D990288/D99 0289 Weight Project: `'' Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 12 -22 -99 Inspector. R. Edwards 6x12 Inspected the resteel and placement at T perimeter footings for new maintenance building. All resteel is placed as per plan, is dean and has correct dearances. 125,280 Resteel is grade I 60 1 , as specified, from Birmingham Placement Data Batch Weights Supplier: • Miles • Cement (sack/type/lbs.): I /Il 517 W/C Ratio: Mix Number. 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Mowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 38 Aggregate (size/lbs.): Aggregate (size/lbs.): 1 -19 -00 Placed Via: pump Vibrated: yes Fly Ash (lbs.): . 28.30 Required psi (fc): 3000 Water (Ibs. /gal): 330 5970 Sample Data Yards . Slump Air Content Concrete Temp Ambient Temp Truck • No. Ticket No. Cast Samples: 1 -4 12 4 56 38 41 486727 Cast Samples: Compressive X Cast Samples: • Flexural Weather: I Slump Range: I Date Samples Picked Up: 1 12 -23-99 • Comments • • • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -29-99 7 6x12 28.31 29.96# 125,280 4430 ASTM C39 X 2 1 -19 -00 28 6x12 28.30 30.14# 171,550 6060 ASTM C 78 3 1 -19 -00 28 6x12 28.30 29.98# 168,980 5970 ASTM C 109/109M 4* Compressive X Flexural I Conforms . I X Does Not Conform *Discarded Copies to: 01. ROSENAU & ASS.dCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms I x I Does Not Conform I 0,,Oj�ruaz.i x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 002 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -7 -00 Inspector: R. Bowersock 6x12 Inspected the resteel and placement at ' retaining wall as per approved plans at crew building grid lines A/1 -5. Retaining wall footings as per approved plans at shed grid lines 1-4/A, 4 /A -E 97,020 Resteel is grade I 60 , as specified, from • Batch Weights Placement Data Supplier: Miles • Cement (sack/type/lbs.): I /II 517' W/C Ratio: Mix Number. 0155A Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 Air Total Yards Placed: 42.5 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (fc): 3000 Water (lbs. /gal): 275 ASTM C 109/109M . Sample Data Yards . Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 30 4 54 45 104 0488241 Cast Samples: Compressive X Cast Samples: • Flexural Weather: J cloudy Slump Range: J 3 1/2-4 1 /2 Date Samples Picked Up: 1 1 -10-00 . Comments • • • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -14 -00 7 6x12 28.28 28.93# 97,020 3430 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms I Does Not Conform _ 01( .•0 ROSENAU & ASSLCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 • Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory , CONCRETE REPORT TEST RESULTS Conforms I x I Does Not Conform I I • Coa les to: Reviewed by: • •• • i • This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 001 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 12 -22 -99 Inspector: R. Edwards 6x12 Inspected the resteel and placement at ' perimeter footings for new maintenance building. All resteel is placed as per plan, is dean and has correct clearances. 125,280 Resteel is grade I 60 1 , as specified, from Birmingham Placement Data Batch Weights Supplier: • Miles Cement (sadc/type/ibs.): I /II 517' W/C Ratio: Mix Number. 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slum Allowed: 5 A.. r- . ate size/lbs.: 1860 7/8 ASTM C 78 Total Yards Placed: 38 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 330 Sample Data • Yards . Slump Air Content Concrete Temp Ambient Temp Truck • No. Ticket ' No. Cast Samples: 1-4 12 4 56 38 41 486727 Cast Samples: Compressive X Cast Samples: _ • Flexural Weather: I • Slump Range: I Date Samples Picked Up: 1 12 -23-99 Comments • • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -29-99 7 6x12 28.31 29.96# 125,280 4430 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms I Does Not Conform Copies to: OTC J ROSENAU & ASK _7,IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 1. f r ice- 9 Tel:(206) 725-4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory ; ! i ; • of ; .. Y CONCRETE REPORT Reviewed by: I ;tr;,.LA PUBLIC WORKS •Conforms t x I Does Notcomonn I This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 003 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -10-00 Inspector: D. Reid 6x12 Inspected the resteel and placement at ' I stem walls at crew building • 29.75# Resteel is grade I 60 I , as specified, from 4550 Placement Data Batch Weights Supplier: Miles Cement (sacic/type/lbs.): I /II 517 W/C Ratio: Mix Number: • 0155A • Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 5 1/2 Aggregate (size/lbs.): 1860 7/8 Total Yards Placed: 20 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (f'c): 3000 Water (lbs. /gal): 330 ASTM C 109/109M Sam . to Data Yards Slum • • Air Content Concrete Tem • Ambient Tem . Truck No. Ticket No. Cast Samples: 1-4 20 4 %2 64 39 048 488322 Cast Samples: Compressive X Cast Samples: . Flexural Weather: I drizzle Slump Range: I Date Samples Picked Up: I 1 -11-00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -17 -00 7 6x12 28.28 29.75# 128,720 4550 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X . Flexural I Conforms I Does Not Conform om Ces to: OTCO ROSENA & ASSLCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This sport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms I x Does Not Conform I x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 004 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor Clements Brothers, Inc. Date: 1-13-00 Inspector: B. Robertson 6x12 Inspected the resteel and placement at I 4 foot retaining wall east of crew building to equipment shed 28.77# Resteel is_grade I 60 I , as specified, from Birmingham Placement Data Batch Weights i Supplier: Miles Cement (sack/type/lbs.): I/II 517 WIG Ratio: Mix Number • 0155A • Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 5% MBAE 90 Total Yards Placed: 23 Aggregate (size/lbs.): ASTM C 78 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (fc): 3000 » Water (lbs./gal): 275 Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10.5 3 'A 54 44 050 0488583 Cast Samples: Compressive Cast Samples: Flexural • Weather: I overcast I Slump Range: 1 4 +/- 1 Date Samples Picked Up: 1 1-14-00 Comments No water added . Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1-20-00 7 6x12 28.27 28.77# 107,850 3810 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive Flexural I Conforms I Does Not Conform 1,0 Cooies to: TO ROSENAU & ASSOCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com • WBE W2F5913684 WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms I x Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. (LAB USE ONLY) DRINKING WATER RESULTS • UNSATISFACTORY, Colifgrms present • SATISFACTORY, REPEAT E. Coll present E. Coll absent Coliforms absent SAMPLES REQUIRED 11 Fecal present IN Fecal absent OTHER LABORATORY RESULTS nn TOTAL COLIFORM _8 /100 ml E. COLT /100 ML FECAL COLFORM _ /100 ml PLATE COUNT _ /m1 ANOTHER SAMPLE REQUIRED SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: growth culture debris • Sample too old • Confluent • Wrong container • TNTC • Incomplete form • Turbid • • Excess Laucks Testing Laboratories, Inc. 940 S. Harney Seattle, WA 98108 : : WATER BACTERIOLOGICAL ANALYSIS SAMPLE COLLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COPY If instructions are not followed, sample will be rejected. DATE COLLECTED MONTH /ay TYPE OF SYSTEM ETPUBUC _ 0 INDIVIDUAL (serves any 1 residence) 11.D. No. 1 TJAAE CO D ❑AM RPM ps tJ NAME OF SYSTEM oF i ukco /A y SPECIRC L N RE S COLLECTED TELEPHONE 10 rV E� ! �//� / /U�14JU DAY (l ZL) 7 edi7 Li ,i!c w Ffii, EVENING ( ) SAMPLE COLLECTED.B : (Name) SYSTEM OWNER/MGR.: (Name) 6e- ‘6 OA/WE-V m 1) /k7 e4),afiL) SOURCE TYPE 0 GROUND WATER UNDER SURPACE INFLUENCE ..7. 0 SURFACE 0 WELL or ❑ SPRING ❑ PURCHASED or 0 COMBINATION , WELL FIELD INTERIM or OTHER S N REP RT o tP nt Full Name Addr and C i e ) b 63 SJU 1,� CariTV1 r9 v t/• TYPE O only one in this column) 0 Chlorinated (Residual: Total _ Free) 0 Filtered 0 Untreated or Other ROUTINE DRINKING WATER check treatment 0 REPEAT SAMPLE Previous coliforrn presence Lab k Date / / 0 RAW SOURCE WATER Source N I J4JEW CONSTRUCTION or REPAIRS 0 OTHER (Specify) Total Coliform Fecal Coliform REMARKS: REMARKS COUNTY NAME IF PUBLIC SYSTEM, COMPLETE: CIRCLE GROUP B WASHINGTON • t/ SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. (7 DIGITS) DATE REPORTED DATE, TIME RECEIVED I LABORATORY: RECEIVED BY • — B4. MAP AND PANEL NUMBER 5 1 65. SUFFIX B6. FIRM INDEX DATE 87. FIRM PANEL • EFFECTNErREVISED GATE Amt-' 16, 1 c1 47 . B8. FLOOD ZONE(S) / H B9. BASE FL000 ELEVATIONS) (Zone AO, use depth of Hosing) rr 8 ft t BUILDING OWNER'S NAME J t 1 J I l.-}\ 1'271 BUILDING S'REET ADDRESS (Inducing Apt, Unit. Suite, and/or 8 . No.) OR P.O. ROUTE AND BOX NO. c� it --)1z )p „4 t « . cnY I , I L-A STATE IG1 J ` PROPgRTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal OesvQCan, etc) ' 1 r°-- 400?,00 -oo 1 BUILDING USE (e.g., P.esidentel, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) NIA 1 NG --N4P • LATfTUDErLONGTUDE (OPTIONAL) HORIZOYTAL DATUM: SOURCE: ❑ GPS (Type): ( • Ifte . t .tr a r. ####°) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: 61. NEAP COMMUNITY NAME & COMMUNITY NUMBER TO k W 1 L, 4- O 82. COUNTY NAME I N� 83. STAT 810. Indicate the source of the Base Food Elevation (BFE) data or base flood depth entered in 8S ❑ FIS Profile ❑ FIRM ❑ Community Determined Other (Describe): • U'I?..V t f B11. Indicate the elevation datum used for the BFE in 89: VI<GVD 1929 ❑ NAVD 1988 0 Other (Describe f312. 1s the building located in a Coastal Barrier Resources System (C8RS) area or Otherwise Protected Area (OPA)? ❑ Yes No Designation Date C1. Boding elevations are based on: 0 Construction Drawings' ❑ Building Under Construction' 1 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _ (Select the building diagram most similar to the building for which this certificate is being completed • see pages 6 and 7. If no diagram accurately represents the buildin• • rovide a sketch or photograph,) C3. Elevations - Zones Al -A30, A:Q (with 8FE), VE, V1 -V30, V (with BFE), AR, AFVA, AR/AE, AR/A1-A30, AR/AH, AFVAO Complete Items C3ai below acco .'rig to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference marls used appear on the FIRM? ❑ Yes No O a) Top of bottom floor (induting basement or enclosure) i_°_. I ft.(m) m 0 b) Top of next higher floor '_ft.(m) — N 0 c) Bottom of lowest horizontal structural member (V zones only) _ft.(m) a o 0 d) Attached garage (top of slab) _ _ft.(m) E , O e) Lowest elevation of machinery and/or equipment - - w servicing the building . ft.(m) E 3 O I) Lowest adjacent grade (LAG) 13 .gft•(m) z O g) Highest adjacent grade (HAG) 18 , `1ft.(m) ” N O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade O i) Total area of all permanent openings (flood vents) in C3h _sq. in. (sq. cm) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by jaw to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or impnsonment under 18 U.S. Cade, Section 1001. CERTIFIER'S NAME IAA �y1 }..� -�' V LICENSE NUMBER I .`11 '� V t(r` 1 /x COMPANY NAME 1 VA R y � f Ass-0 WA ► . CITY 'Let. STATE (A J 4 ZIP CODE 48 TITLE REC EIVED tiO'113 P � g t IC C`N W O R KS ADDRESS ; I U r'4 I ••• SIGNATURE /'r i ce/ FEMA Form 81.31, UG 99 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FL00D'INSURANCE PROGRAM ELEVATION CERTIFICATE . Important Read the instructions on pages 1- 7. SECTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION SECTION A - PROP OWNER INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 2002 Far Insurance Company Use: Pony Number Company MAC Number ZIP CODE 41 DATE // I , TELEPHONE 2g2a -525- 04:72d S EE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS • � � • ; R • ' PANEL NUMBER 500'0 0 991 SUFFIX DATE OF FIRM INDEX /ti1,4 i K/ . : FIRM ZONE Ai4 • BASE n AO Zones, Use Oepin) I cv BUILDING OWNER'S NAME CITY • "—'— Provide the following from the proper FIRM: CERTIFIER'S NAME 'F 111G I pL4l____ FEMA Farm 81.65, AUG 99 IU FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM FLOODPROOFING CERTIFICATE FOR NON - RESIDENTIAL STRUCTURES The foodpt oofing of non - residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation; however, a /bodproorng design cen>Tcation is required, This form is to be used for that certification. Floadproorng of a residential building does not alter a community's Boodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements. The permitti nngg of a /loodpraofedres dental basement requres a separate certification specifying that the design complies with the local floodplain management ordinance. T01‘- (A)t STREET ADDRESS (Including Apt.. Unit. Suite. andia Bldg. Number) OR P.O. R0 TE ANO BOX NUMBER ct O t o Iv tV A A OTQ CRTtON (lot and Block Numbers. etc. ) • ©Q 11 1 • Q � °. '2 $E SECTION I FL000 INSURANCE RATE MAP (FIRM) INFORMATION SECTION II FL00DPROOFiNG INFORMATION (By a Registered Professional Engineer or Architect) SECTION III CERTIFICATION (By Registered Professional Engineer or Architect) UCENSE NUMBER (or Affix Seal) 1x11 Co FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER Floodproofing Design Elevation Information: Building is floodproofed to an elevation of ...1 / �J feet NGVD. (Elevation datum used must be the same as that on the FIRM.) Height of floodproofing on the budding above the lowest adjacent grade is 1 • 4 1 — feet. (NOTE. for insurance racing purposes the building's floodproofed design e must be at least one foot above the Base Flood Elevation to receive raring credit. If thebuildmg is floodproofed only to the Base Flood Elevation, then the building's insurance rating will result in a higher premium.) O.M.B. NO. 3067.0077 Expires July 31. ZOOZ ZIP CODE °I ,AA)f Non - Residential Floodproofed Construction Certification: I certify drat, based upon development and/or review of sructural design, specifications, and plans for construction, the design and methods of construction are in accordance with accepted standards of praccice for meeting the following provisions: The structure, together with attendant utilities and sanitary facilities, is watertight to the fioodproofed design elevation indicated above, with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces, including the effects of buoyancy, and anticipated debris impact forces. / certify that the infonnatiorr on this certificate represents my best efforts to interpret the data available. i understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. L COMPANY NAME ADDRESS CITY STATE ZIP COOE SIGNATURE DATE PHONE � 111 �./1 /6:2 0 20(• C ' s shout made of i ificate for: 1) community official, 2) Insurance agent/company, and 3) building owner. v Replaces all previous editions F.056 (8199) COMMUN. i NUMBER / 1/,` PANEL NUMBER —t 5;00914 I SUFFIX P DATE OF FIRM IIN ��� I I" 17 FIRM ZONE r + BASE FL000 ELEVATION I {I Zones. Use Depth) .. 1 BUILDING OWNER'S NAME, OTHER DESCRIPTION (Lot and Block Numbers, etc.) CITY r 'r11 1GUJ I L Provide the following from the proper FIRM: ( ADDRESS SIGNATURE C should FEMA Form 81. , AUG 99 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM FLOODPROOFING CERTIFICATE FOR NON - RESIDENTIAL STRUCTURES The foodproofing of non- residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation; however, a loodproofing design certification is required. This form is to be used for that certification. Floodprooing of a residential building does not alter a community's loodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow loodproofed residential basements. The permitting o(a loodproo(ed residential basement requires a separate certifikation specifying that the design complies with the local loodplain management ordinance. STREET ADDRESS1Including Apt.. Unk. Sul al `—'11 Bldg. Number) OR P.O. ROUTE AND BOX NUMBER Jk STOITE SECTION I FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION II FL000PROOFING INFORMATION (By a Registered Professional Engineer or Architect) SECTION III CERTIFICATION (By Registered Professional Engineer or Architect) O.M.B. NO. 3067.0077 Expires July 31, 2002 FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER ZIP CODE ° 1'Ig; o° 7 Floodproofing Design Elevation Information: Building is floodproofed to an elevation of 19 1 feet NGVD. (Elevation datum used must be the same as that on the FIRM.) Height of floodproofing on the building above the lowest adjacent grade is ' feet. (NOTE: for insurance rating purposes the building's loodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit. If die building is /oodproofed only to the Base Flood Elevation, then the building's insurance rating will result in a higher premium.) Non - Residential Floodproofed Construction Certification: I certify drat, based upon development and/or review of structural design, specifications, and plans for construction, the design and methods of construction are in accordance with accepted standards of practice for meeting the following provisions: The structure, together with attendant utilities and sanitary facilities, is watertight to the floodproofed design elevation indicated above, with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces, including the effects of buoyancy, and anticipated debris impact forces. I certify that the information on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by line or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER (or Mix Seal) W,4`f4J- . t• IVA -f° I COMPANY NAME TITLE UGIP4L_ _ Nt CITY Y - STATE ZIP CODE A- DATE PHONE made of this e for: 1) community official, 2) Insurance agent/company, and 3) building owner. Replaces all previous editions F.056 (8/99) King County Department of Natural Resources Industrial Waste Program 130 Nickerson Street, Suite 200 Seattle, WA 98109 -1658 (206) 263 -3000 (206) 263 -3001 FAX November 10, 1999 Thomas Pulford City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Approval of Oil /Water Separator Design for the Foster Golf Course Maintenance Facility Dear Mr. Pulford: The Industrial Waste Program of King County's Department of Natural Resources has reviewed your plans for the oil /water separator to be installed at the Foster Golf Course Maintenance Facility. The separator will receive and treat wastewater from the equipment cleaning wash pad, the equipment - fueling pad, and inside floor drains where maintenance equipment is stored. Approval is hereby given for the design of this separator. Discharge of treated wastewater from this separator to the sanitary sewer is authorized subject to the following conditions: 1. The City of Tukwila shall take all reasonable steps possible to minimize stormwater from entering the sanitary sewer system. 2. The oil /water separator sampling port or inspection tee on the outlet line shall be accessible to King County personnel during normal hours of facility operation. 3. The oil /water separator shall be properly maintained so that effluent from these structures does not exceed the King County discharge limitation of 100 milligrams per liter (mg /1) of mineral /petroleum (nonpolar) fats, oils, and grease (FOG) or 100 mg /1 of animal vegetable (polar) FOG. 4. Procedures must be implemented to prevent the introduction of grass clippings and other suspended solid wastes in the sanitary sewer system. This design approval does not in any way guarantee that the oil /water separator will function as described by the fabricator or manufacturer. Further, the approval does not relieve the City of Tukwila or any subsequent operator, of the responsibility to enlarge, modify, or replace the oil /water separator to meet King County discharge requirements. If you have any questions, please contact me at (206) 263 -3012. Thank you for your cooperation in this • matter. Si Arnaud Girard Investigator Industrial Waste Program cc: Ross Earnst, City of Tukwila Doug Hilderbrand, King County owacot.doc RECEIVED CITY. OF TUK'MLA DEC -31999 PERMIT CENTER NOvi5 1999 PUBLIC I y'1 JR KS c'qq D65 D 4. owais 099- 029") File #: bate: Reviewer: L. JiII Mosqu CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Foster Golf Course 13900 Interurban Ave. 5. b99 -0285 Crew Shop b99 -0288 Equipment Shed "B" D99 -0289 Equipment Shed "A" 09/08/99 The City Of Tukwila Public Works Department has the following comments regarding your applications for the above permits. Please contact Jill • Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. General 1. Provide a copy of the King County Industrial Waste Discharge permit. 2. All surface water design shall be per 1998 King County Surface Water Design Manual (KCSWDM). 3. The oil /water separator detail shown on C -2 does not meet KCSWDM. Current standard enclosed. 4. Because there is a flood zone within and adjacent to this project, the finished floor elevations must be at least 1' above the 100 -year flood elevation of 18.1'. The enclosed Flood Zone Control Permit application spells out the requirements you must meet for the flood zone, including a stamped survey using the 1929 NGVD datum. 5. In addition to the Flood Zone Control Permit, it appears you need a Hauling Permit. Public Works does not issue a Land Altering permit until the Hauling Permit is issued. Requirements for application are enclosed. Page 2 09/08/99 099 -0285 099 -0288 099 -0289 ..... ...�.vuswxn.narr4a..lvlv.+eFM�' !NM M�FFYFH 7. Identify the Wash Island on sheet C -1. 2. Show stockpile areas and clearing limits. 4. On sheet 15, define what CB number and what type. Land Altering 1. Please provide separate Cut and FiII volumes in cubic yards. Storm Drainage 1. Show a trash rack before the from the new ditch reaches CB #1. 2. Provide cleanout where SD line angles near the Refueling Station. 6. Where water and sewer lines cross, the water line must be at (east 18" ABOVE the sewer line. 3. Provide an erosion prevention and sediment control plan per KCSWDM. The plan must include clearing limits, temporary and permanent stabilization, length of time the ground can be left open before temporary or permanent measure must be installed. Public Works will look very closely at this plan. 3. Where the floor drain leaves the Crew Building, install a cleanout and use 6" PVC pipe from the building. Install a 6" x 6" tee at the connection. 5. Provide a Detail or specifications for the shut -off valve at the refueling Station. The valve is supposed to remain closed unless specifically needed open. Show how this will be ensured. Page 3 09/08/99 099 -0285 099 -0288 099 -0289 Water 1. Provide a 1" water meter for the 1" water. line on the south side of the project. 2. At this same location, tap the water line ahead of the fire hydrant or put the fire hydrant at the end of the main. Sanitary Sewer 1. Minimum slope for sanitary sewer is 2 %. 2. Provide cleanouts where the 55 meets a building. 3. Provide a clean out where the new 55 meets the existing 55 on the north side of the Crew Building. 4. At northwest corner of Crew Building, install a 6" x 6" wye cleanout. 5. Add to the note for raising the existing manhole on the north side of the Crew Building, "raise using a barrel section ". 6. Sanitary side sewer distances greater than 150' require a Main extension and a manhole. Detail enclosed. 7. Why does the 55 line go westerly, instead of going directly north to the existing sewer? 0 the drawings, it appears installing a manhole and connecting to existing directly north of oil /water separator would be better than running the 55 westerly. November 2, 1999 Wayne T. Ivary Ivary and Associates 5651 University Way NE Seattle, WA 98105 Sincerely, Brenda Holt Permit Coordinator encl 40.1- City of Tukwila If you have any questions, please contact me at (206)431 -3672. xc: File No, D99-0285, D99 -0288, D99 -0289 Don Williams, Director of Parks and Recreation Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0285, D99 -0289 and D99 -0288 Foster Golf Course Maintenance Facility — Crew Shop, Equipment Sheds `A' and `B' 13900 Interurban Avenue S John W. Rants, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431411110 • Fair (206) 431,3665 October 13, 1999 Wayne T. Ivary Ivary and Associates ' 5651 University Way NE Seattle, WA 98105 Dear Mr. Ivary: Sincerely Brenda Holt Permit Coordinator encl City of Tukwila 44- Xc: Ken Nelsen, Plans Examiner Jill Mosqueda, Associate Engineer Don Williams, Director of Parks and Recreation File No. D99 -0285, D99 -0288 and D99 -0289 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W Rants, Mayor RE: Preliminary Review Comments Foster Golf Course Maintenance Facility: Crew Shop — D99 -0285; Equipment Shed `A' — D99 -0289 and Equipment Shed `B' — D99 -0288 The Tukwila Building Division and Public Works Department have completed their review of the application materials you submitted on August 12, 1999. The attached comments and/or corrections must be addressed before we can recommend approval of your permit(s). Please be aware that you will probably receive comments and/or corrections from other City departments, as well.. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the comments of all City departments at the same time. You will know when you have received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's Permit Coordinator. The Permit Center cannot accept your re- submittal until after you have received the Correction Letter reflecting all departmental comments and /or corrections. In the meantime, if you have questions regarding the attached Building Division comments and /or corrections, please contact Ken Nelsen, Plans Examiner, at (206)431 -3677 or the attached Planning Division comments and/or corrections, please contact Jill Mosqueda, Associate Engineer, at (206)433 - 0179. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431 -3670. Phone: (206) 433 -1800 • City Hall Fax: (206) 433.1833 August 18, 1999 Wayne Ivary 5651 University Way NE Seattle, WA. 98105 Dear Mr. Ivary vary: City of Tukwila: Department of Community Development RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0285, D99 -0288, D99 -0289 Foster Golf Course Shop, Equipment Shed `B', Equipment Shed `A' 13900 Interurban Avenue S Steve Lancaster, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 13, 1999 mined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677 if you have any questions regarding the following: 1. Provide soils report or minimum soils classification by an Engineer. 2. Provide structural calculations. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. - If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0285, D99 -0288, D99 -0289 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fair (206) 431-3665 John W. Rants, Mayor u ;s ft f4 ±t DEPARTMENTS: Building Divisio � lo-4-11 111 Public Wo s i1M PI-91 Complete Comments: APPROVALS OR CORRECTIONS: (ten days) \PRROUTE.DOC 5/99 ft ihisiltranK SLIP ACTIVITY NUMBER D99 -0289 DATE 8 -19 -99 PROJECT NAME :FOSTER GOLF COURSE EQUIP SHED "A" Original Plan Submittal X Response to Incomplete Letter #1 Response to Correction Letter # Revision # After Permit Is Issued Fir P eve tion Planning Division ji nzoc- t-(9 -' 10-2 'I1 Structural Permit Coordinator III DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE 8-24 -99 Incomplete TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions vatthn ` ( f J�� c toe-- l � - 2 1 REVIEWER'S INITIALS: �� "'•C --� D DUE DATE Not Applicable No further Review Required Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE 9-21-99 Not Approved (attach comments) _`"Original PlarrSubmittal Responserta=lhcorripl'ete4Letter Resllone Letter;# . Reiirgiori4E4ftelffireimitilvrssue DEPARTMENTS: Bujldr Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: tAA e TUES/THURS ROUTING: Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9-14 -99 Approved 1 1 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: • \PRROUTE.DOC 5/99 Structural Incomplete [J t (/ ilAi O 4 v -t om hal 1%) PLAN REVIEW /ROUTING SLIP Fire Prevention i` Planning Division n Permit Coordinator DUE DATE: 8 -17 -99 • Not Applicable u n L Date: ,` 1 ®/4" >� r�. �3 ;"tt7,94s; ,'tltti.4 it, c City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 ..t; 7f.'r/61' • 'l nK ..4;;41 W,i}; A .4�. ir'41uY'.+;r`4':f... i•AwA. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 0 Response to Incomplete Letter # Response to Correction Letter # 1 0 Revision # after Permit is Issued Plan Check/Permit Number: D99-0289 Project Name: FOSTER GOLF COURSE — EQUIPMENT SHED `A' Project Address: 13900 Interurban Avenue S Contact Person: Wayne Ivary Phone Number: C IO G 51E - l Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 13 Entered in Sierra on (t+'7 11/02/99 Date: City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. -l9 99' Response to Incomplete Letter # / Response to Correction Letter # Revision # after Permit is Issued Project Name: � � /1 a r` I.YJ�(L� ,122}7 f ar 0/ A Project Address: J /3 9iV & Contact Person: 1/ /% , /dam' y , Summary of Revision: /2 Ofk 4/ 4 Nan Check/PermitNumber: /✓ 99 o2- . Phone Number: ./'/) ( ° /n -k Z --moo" 1/ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: EIV Entered in Sierra on g -19 RECEIVED CITY OF TUKWILA PERMIT CENTER 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 w+.....��+*.r. a.nrr 3 41.0rxa:! 1:rtti John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 06/29/99 Dear Sir: City of Tukwila Fire Department Fire Department Review Control #D99 -0289 (512) s. u w �b�K.N t an NMt + -..... August 19, 1999 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) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Re: Foster Golf Course Equipment Shed A - 13900 Interurban Avenue 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 "A11 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 Maintain fire extinguisher coverage throughout. 2. 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) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax. (206) 57.5-4439 City of Tukwila Page number 3 Fire Department Thomas P. Keefe, Fire Chief 3. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1742. The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) Local U.L. central station supervision is required. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1742) When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Fire Department Page number 4 City of Tukwila John W. Rants, Mayor Thomas P. Keefe, Fire Chief supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (7 -3.2, 7- 3.2.1)) (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. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 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' Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 Yours truly, ..�......�.•�.- ..4u�n..wxtvn.Y FYnYRuNhfn'M�fU4ycu City of Tukwila Fire Department Page number 5 cc: TFD file ncd shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UFC 1210.3) 6. Oily rags or used wiping rags impregnated with finishing materials shall be stored in approved metal containers with self- closing, tight fitting lids. Rags are to be deposited therein immediately after use. The contents are to be properly disposed of at least once daily and at the end of each shift. (UFC 4502.9.6) All compressed gas cylinders in service or in storage shall be adequately secured to prevent falling or being knocked over. (UFC 7401.7) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. �s �v The Tukwila Fire Prevention Bureau Kw�bxcrN� John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station:. 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 FROM: A. THOMAS PULFORD PHONE 206 433 0179 EXT. 1644 FAX 206 431 3665 OFFICE E-MAIL tukpweng.ci.tukwila.wa.us PERSONAL E-MAIL pulford@halcyon.com Date: 0 t•••2,1._ — HAND DELIVER: MAIL: FAX: is TRANSMITTAL CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA. 98188 TO: lirtki-AA ifr 0 q) ^TrAtAA G,000102 RE: 17 19 020; OZIet oncl ENCLOSED: COMMENTS: 6i-09Y/44 itiVkaZolA f1.400 1 -7 451. SHEET OF t.1 W Ps. OVY.I.Olki'UthreNtatariVAPIV,I,PWAMPUMZIPM.M.416,... • JAN 2. 9nn1 LiA6a G DEPARTMENT Pgq-0285 7 Landau Associates Environmental and Geotechnical Services Mr. Tom Pulford City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, Washington 98188 ..�...L.•. .,...•�.. rc� _ .�.�... ., l..e .l..i.xn.... ai. «.4. .t..ifv'J';�.. ... e. sir. RECEfVED. JAN 1 0 2001 TUKWILA PUBLIC WORKS RE: SUMMARY OF GEOTECHNICAL SERVICES DURING CONSTRUCTION CITY OF TUKWILA CREW BUILDING PROJECT TUKWILA, WASHINGTON ¶ u i v vl •91 02_015 02,$9 January 8, 2001 Dear Mr. Pulford: This letter summarizes field observations made by representatives of Landau Associates during construction of the crew building, located at the south end of Foster Golf Course in Tukwila, Washington. The purpose of our services was to observe geotechnical- related construction activities and provide geotechnical consulting during construction of the crew building and related infrastructure. Our construction services were provided in accordance with the scope of services outlined in our December 13, 1999 proposal. Our scope of services included the following specific tasks: • Attend a preconstruction meeting with the contractor to discuss project issues. • Complete laboratory testing on submitted samples of structural fill to determine the maximum dry density in accordance with ASTM D1557. • Observe prepared footing subgrade to verify that the appropriate bearing soil is present, and that the bearing soil is suitable for a 2,000 psf bearing pressure. • Complete field density testing on structural fill placed under footings to verify that the backfill is compacted to the specified density. • Observe prepared slab subgrades. Complete field density tests on under -slab structural fill to check that the material was compacted to the required density. • Observe prepared pavement subgrades. Complete field density tests on prepared pavement subgrade to Check that the material was compacted to the required density. Our services were provided between December 8, 1999 and September 8, 2000. Daily field reports, No. 1 through 9, summarizing our construction observations and recommendations were transmitted to you previously, and copies of those daily field reports are attached with this letter. WAPATO CREEK PLACE • 4210 - 20TH STREET E. • SUITE F • TACOMA. WA 98424 -1823 (253) 926 -2493 Fax: (253) 926 -2531 E -mail: info @Ianduuinc.com P,hnnn,l. Pnriland Spokane Tacoma FOUNDATIONS SLAB SUBGRADE PAVEMENT SUBGRADE CLOSURE u.14.03 : i'.-.: 0l .`F'Ab!t'T➢S�fi:!�s+h.:iKf:u+w A representative of Landau Associates observed prepared foundation bearing surfaces for the crew building, "shed," and "retaining wall" prior to pouring of concrete. In addition, field density tests were completed on structural fill placed under footings to check that the foundation subgrade was compacted to the required density. The foundation bearing surfaces observed by Landau Associates are suitable for the 2,000 psf design bearing pressure. Representatives of Landau Associates observed prepared slab subgrade for the crew building. In addition, field density tests were completed on structural fill placed under the slab to check that the required compaction was achieved. The slab subgrade was observed to have been properly prepared and is suitable for support of the slab -on -grade floor. A representative of Landau Associates observed prepared pavement subgrade for the crew building. In addition, field density tests were completed on structural fill placed to establish pavement subgrade elevations to check that the required compaction was achieved. The pavement subgrade was observed to have been properly prepared and field density tests indicated that the required compaction had been achieved at the test locations. Activities observed by Landau Associates during construction of the City of Tukwila crew building (and related infrastructure), as summarized in this letter, were in general accordance with the recommendations contained in Landau Associates' March 5, 1999 geotechnical report for the project, and the project plans and specifications. Our services during construction of the City of Tukwila crew building were provided in accordance with generally accepted professional engineering principals and practices in this area at that time. We make no other warranty, either express or implied. 01/08/01 I: V' ROJECfl1571002 .201REV_aew_Wdp_oonslh.doo LANDAU ASSOCIATES 2 • • • Thank you for the opportunity to be of service to the City of Tukwila on this project. If you have any questions, or require additional i fo tion, please call the undersigned at (253) 926-2493. r: , b 1i/j1 / /V LANDAU ASSOCIATES, INC. '1 •• AN 'Av. sl' •■ 01/06/01 IAPROJECT1457‘002.20NREVevo_bit_constfin.doc 3 By: Edward J. Heavey, P.E. Senior Engineer LANDAU ASSOCIATES FROM OTTO ROSENRU 8 January 2001 City of Tukwila Building Division 6200 Southcentcr Blvd Tukwila, Washington 98188 Project Foster Golf Maintenance Permit Number: 1)990285/D990288, 1)990289 Address: 14000 Interurban Avenue Job Number: 99 -672 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete Sincerely, O1 O ROSENAU & ASSOCIATES, INC. ,4 i e L. Parvin Report Manager JLP /jp cc: City of Tukwila Public Works, Attn: A. Thomas Pulford MY�Y� NAHnsMavr. `( NO. : 2067232221 Jan 19 2001 02: 24PM P2 WM OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 • Toll Ftee:(888) OTTO -4 -US • Fax :(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LAAccredited Laboratory e A , INC. 8 January 2001 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Foster Golf Maintenance Address: 14000 Interurban Avenue We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete Sincerely, OTTO ROSENAU & ASSOCIATES, INC. ;Jea Report Manager JLP /jp cc: City of Tukwila Public Works, Attn: A. Thomas Pulford Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory RECEIVE!" CITY OFTUKWa; it JAN 10 ' 1 .' 11 0 i .JVa +w...rt'.tt'lM'A)c %._•<9a 4�rt.Ati.'k'gi:.'4'; rl t'ht1 ::: AL'tkllEiJ.'Jt King County Department of Natural Resources Industrial Waste Program 130 Nickerson Street, Suite 200 Seattle, WA 98109 -1658 (206) 263 -3000 (206) 263 -3001 FAX November 10, 1999 Thomas Pulford City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Dear Mr. Pulford: Arnaud Girard Investigator Industrial Waste Program cc: Ross Earnst, City of Tukwila Doug Hilderbrand, King County owacor.doc co g MO.'7.S'd'S "�y'tr7 ^ zia� NOV 5 1999 PUBLCtrv6RKS Approval of Oil /Water Separator Design for the Foster Golf Course Maintenance Facility RECEIVED CITY OF TUKWILA DEC - 3 1999 PERMIT CENTER rt .Xiti The Industrial Waste Program of King County's Department of Natural Resources has reviewed your plans for the oil /water separator to be installed at the Foster Golf Course Maintenance Facility. The separator will receive and treat wastewater from the equipment cleaning wash pad, the equipment - fueling pad, and inside floor drains where maintenance equipment is stored. Approval is hereby given for the design of this separator. Discharge of treated wastewater from this separator to the sanitary sewer is authorized subject to the following conditions: 1. The City of Tukwila shall take all reasonable steps possible to minimize stormwater from entering the sanitary sewer system. 2. The oil /water separator sampling port or inspection tee on the outlet line shall be accessible to King County personnel during normal hours of facility operation. 3. The oil /water separator shall be properly maintained so that effluent from these structures does not exceed the King County discharge limitation of 100 milligrams per liter (mg /1) of mineral /petroleum (nonpolar) fats, oils, and grease (FOG) or 100 mg /1 of animal vegetable (polar) FOG. 4. Procedures must be implemented to prevent the introduction of grass clippings and other suspended solid wastes in the sanitary sewer system. This design approval does not in any way guarantee that the oil /water separator will function as described by the fabricator or manufacturer. Further, the approval does not relieve the City of Tukwila or any subsequent operator, of the responsibility to enlarge, modify, or replace the oil /water separator to meet King County discharge requirements. If you have any questions, please contact me at (206) 263 -3012. Thank you for your cooperation in this matter. Dcfla- Ow35 Dgcla- o• D99- 028c1 IVARY & ASSOCIATES November 4, 1999 Brenda Holt City of Tukwila Building Department Tukwila, WA 98188 RE: Response to review comments on: PERMIT CENTER Foster Golf Course Maintenance Facility Crew /Shop — D00 -0285 West Equipment Shed — D99 -0289 East Equipment Shed — D99 -0288 The following comprises our response to corrections dated 9/30/99 from Ken Nelson, Plans examiner. 1. The relite between the Shop and Crew Room has been changed to a one hr. rated hollow metal frame with 1 /4" wire glass — see detail D, Sht. 7. 2. A note has been added to the shear walls at grid 3.1 and 4 on the architectural floor plan, Sht. 2. A detail on Sht. S1 has been added to show condition where wall sits on 4" CMU base — called out as typical condition. 3. Walls at grid line C are not shear wall, but only support gravity Loads The walls at Grid C share same type of footing used at shear walls. 4. lighting plans are shown on Sht. E -3, lighting calculations were prepared by the electrical engineer and submitted with the permit application. Please call me if you are not able to locate them and I will fax you a new copy. End of response comments to Ken Nelson. RECEIVED CITY OF TUKWILA The following comprises our response to corrections dated 9/8/99 from Jill Mosqueda, Associate Engineer: 1 . Metro/KC Industrial Waste Discharge permit in process from Hillary Holt 206 263 - 3011.Only known requirement not addressed in submitted documents will be a wire mesh screen to block grass clippings from entering waste flow. 2, All design has been done to meet 1998 King Co. Surface Water Design Manual. 1 Oil/water separator on C -2 is Tukwila Standard. Use of fuel station is incidental not continuous. h 4. FZCP and stamped 1929 N1 10G stamped survey enclosed. Finish floor elevation of occupied space has been raised to be 19.1 ft. ARCHITECTS • 5651 UNIVERSITY WAY N.E., SEATTLE, WASHINGTON. 98105. PH: (206). 525.8020 NOV - 8 1999 ..........:w:+qt�... "...: S N!.sn ».�.";Ai+r.:t V;.nn+t. >. 5. A "Hauling permit" is the responsibility of the hauling contractor. The Land Altering Permit(s) is /are part of the building permit application. 6. So noted and indicated on plans and specifications. 7. So noted and indicated on plans. Land altering 1. Cut volumes will be stocked piled within work area and reused to build berm against building and material bins. No net export of material except clearing debris. Fill volume will be as noted on drawing C -1. 2. All work will be confined to project limits shown and stageing yard. 3. Sheet C -1 depicts work limits and approximate location of field located TECF. Grading and utility work will be concurrent operation with minimum soil exposure. Initial grading and clearing will remove unsuitable organic material and establish uniform native soil sub- grade. Suitable structural fill will be imported and placed to meet sub -grade and a layer of ATB will be used to provide a temporary "working" sub -grade with final AC paving when weather permits. During all grading and utility installation the existing and proposed CB and inlet structure will be protected. Storm Structures 1 So noted and indicated on plan C -1. 2 So noted and indicated on plan C -1. 3 So noted and indicated on plan C -1. 4. So noted and indicated on plan C -15. NpV 90010 t 6. Valve cover will be painted fire red with a 2" Sq. Shutoff key stored on hanger as part of safety equipment accessories including spill pads. Procedures to shut off valve in case of spill will be part of weekly safety subject and staff training. 5. Valve will be Clow Resilent wedge valve to be left open unless a spill occurs. Water system 1. So noted and indicated on plan C-1. 2. So noted and indicated on plan C -1. Sanitary Sewer Items 1 through 5, Item 6. Item 7. y ques Please call me if the e Sincerely, Wayne T. Ivary So noted and incorporated into design and on plans. Per discussions between Pat Brodin and Jim Jaeger 150" maximum for side sewer is waived. Oil/water seperator provides access if necessary. So noted and incorporated in plans. End of Comments to Jill Mosqueda e on co Ling the corrections made. R EGEN I K`��� cur( OF s 1999 : sir af' +vu:au.?s.- r5':lsL.;:!MY:?r1,K; a�:1 November 2, 1999 Wayne T. Ivary Ivary and Associates 5651 University Way NE Seattle, WA 98105 Sincerely, Brenda Holt Permit Coordinator encl 404- City of Tukwila �Si':° dt�. ?Y�c' 4C, s` i' �: uasit` 39t°. �.."' �e 'fi�'.1 *1"��s:�u;„ John W. Rants, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0285, D99 -0289 and D99 -0288 Foster Golf Course Maintenance Facility — Crew Shop, Equipment Sheds 'A' and `B' 13900 Interurban Avenue S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. xc: File No. D99 -Q285, D99 -0288, D99 -0289 Don Williams, Director of Parks and Recreation 6300 Southcenter Boulevar4 Suite #100 • Tukwila, Washington 98188 • (206) 431,E • Far (206) 431-3665 Memo To Jack Pace, DCD From: Tom Pulford, P CC: Paul Surek, Bob Date: October 22, 1999 Re: Foster Gold Course Maintenance Facility • Page 1 erson If you have any questions, please contact me or Paul Surek. City Of Tukwila RECEIVED OCT 22 1999 COMMUNITY DEVELOPMENT Attached is a landscaping plan for the above mentioned facility. This landscaping will be installed by the City of Tukwila Park Department staff. The landscaping is confined to within the project boundary and shall provide a transition with the existing golf course and KC/Metro facility. Automatic irrigation controlled from the golf course will be used to establish the Iandscapeing. 1Ni.�teil+ -t '174.216 ?41 October 13, 1999 Wayne T. Ivary Ivary and Associates 5651 University Way NE Seattle, WA 98105 RE: Preliminary Review Comments Foster Golf Course Maintenance Facility: Crew Shop — D99 -0285; Equipment Shed `A' — D99 -0289 and Equipment Shed `B' — D99 -0288 Dear Mr. Ivary: The Tukwila Building Division and Public Works Department have completed their review of the application materials you submitted on August 12, 1999. The attached comments and/or corrections must be addressed before we can recommend approval of your permit(s). Please be aware that you will probably receive comments and/or corrections from other City departments, as well. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the. comments of all City departments at the same time. You will know when you have received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's Permit Coordinator: The Permit Center cannot accept your re- submittal until after you have received the Correction Letter reflecting all departmental comments and /or corrections. In the meantime, if you have questions regarding the attached Building Division comments and /or corrections, please contact Ken Nelsen, Plans Examiner, at (206)431 -3677 or the attached Planning Division comments and/or corrections, please contact Jill Mosqueda, Associate Engineer, at (206)433 -0179. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431 -3670. Sincerely City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Liiteth 414— Brenda Holt Permit Coordinator encl J Y.tfiUri.Y+%u'i',+ai.TAVI''.ri; ;MOOr,+'4,"$; ?a., Xc: Ken Nelsen, Plans Examiner Jill Mosqueda, Associate Engineer Don Williams, Director of Parks and Recreation File No. D99 -0285, D99 -0288 and D99 -0289 Phone: (206) 433-1800 • City Hall Fax: (206) 433-1833 John W Rants, Mayor Project Name: Foster Golf Course - 13900 Interurban Ave. 5. File' #: Date: 09/08/99 Reviewer: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS D99 -0285 Crew Shop D99 -0288 Equipment Shed "B" D99 -0289 Equipment Shed "A" L. Jill Mosque d& The City Of Tukwila Public Works Department has the following comments regarding your applications for the above permits. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. General 1. Provide a copy of the King County Industrial Waste Discharge permit. 2. All surface water design shall be per 1998 King County Surface Water . Design Manual (KCSWDM). 3. The oil /water separator detail shown on C -2 does not meet KCSWDM. Current standard enclosed. . 4. Because there is a flood zone within and adjacent to this project, the finished floor elevations must be at least 1' above the 100 -year flood elevation of 18.1'. The enclosed Flood Zone Control Permit application spells out the requirements you must meet for the flood zone, including a stamped survey using the 1929 NGVD datum. 5. In ,addition to the Flood Zone Control Permit, it appears you need a Hauling Permit. Public Works does not issue.a Land Altering permit until the Hauling Permit is issued. Requirements for application are enclosed. Page 2 09/08/99 099 -0285 099 -0288 099 -0289 6. Where water and sewer lines cross, the water line must be at least 18 " -• ABOVE the sewer line. 7. Identify the Wash Island on sheet C -1. Land Altering 1. Please provide separate Cut and Fill volumes in cubic yards. 2. Show stockpile areas and clearing limits. 3. Provide an erosion prevention and sediment control plan per KCSWDM. The plan must include clearing limits, temporary and permanent stabilization, length of time the ground can be left open before temporary or permanent measure must be installed. Public Works will look very closely at this plan. Storm Drainage 1. Show a trash rack before the from the new ditch reaches CB #1. 2. Provide cleanout where SD line angles near. the Refueling Station. 4. On sheet 15, define what CB number and what type. 3. Where the floor drain leaves the Crew Building, install a cleanout and use 6" PVC pipe from the building. Install a 6" x 6" tee at the connection. 5. Provide a Detail or specifications for the shut -off valve at the refueling Station. The valve is supposed to remain closed unless specifically needed open. Show how this will be ensured. Page . 3 09/08/99 099 -0285 b99-0288 099 -0289 Sanitary Sewer 1. Minimum slope for sanitary sewer is 2 %. 2. Provide cleanouts where the 55 meets a building. Water 1. Provide a 1" wat meter for the 1" water- line on the south side of the project. 2. ,At this same location, tap the water line ahead of the fire hydrant or put the fire hydrant at the end of the main. 3. Provide a clean out where the new 55 meets the existing 55 on the north side of the Crew Building. 4. At northwest corner of Crew Building, install a 6" x 6" wye cleanout. 5. Add to the note for raising the existing manhole on the north side of the Crew Building, "raise using a barrel section ". 6. Sanitary side sewer distances greater than 150' require a Main extension and a manhole. Detail enclosed: 7. Why does the 55 line go westerly, instead of going directly north to the existing sewer? 0 the drawings, it appears installing a manhole and connecting to existing directly north of oil /water separator would be better than running the 55 westerly. r • r 3 :: lss.:: b; ti:Fi:.,,..;.:'iUtre:to,idr " ?C' .IX�u4?:• %it.!',';-2 :s i,'? ;;fE. is '! ... ° 11+ S' ti. T .lnut!iFf,4X51P= nIAIPAsst sZtA:irSli1F', t;:±tITIfs"t. ii'� 11 .'�i�.3i:��3 P.•, ^:?; i°'.. ... City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W Rants, Mayor MEMORANDUM TO: ]ill Mosqueda, Associate Engineer FROM: Don Williams, Parks and Recreation Director DATE: August 20, 1999 SUBJECT: Foster Golf Course Maintenance Facility- -Storm Water Plans This is a "heads up" memo to provide you some background information for our new Foster Golf Course Maintenance Facility. We submitted our SEPA checklist and building permit application last week. While preparing our site plans, 1 met with Phil Fraser twice to discuss how our surface water from impervious areas would be handled. Currently, rain water from a low area on the 17th and 18th fairways, from Interurban Avenue South in front of the golf course, and from our golf course parking lot, is collected and piped to a retention /bioswale pond area on the left side of the #1 fairway. As the water flows through this large swale area, it exits through a pipe under the "dike" and into the Duwamish River. A flap gate prevents river water from flowing into the swale area during peak flows. Public Works Sewer /Surface Water crew maintains the piping system and our golf crew maintains the bioswale. When the retention /bioswale facility was built (when Metro's 8' ETS line was put through the golf course), it was built larger than necessary in anticipation of the construction of our new maintenance facility. To provide you additional information, I've attached my 10/18/98 memo to Phil and his 10/21/98 memo of response. These memos were prepared after our two meetings and site visits. One major change that affects both the information in my memo and in Phil's response is that a decision has been made not to construct the petrol /gassing facility. This decision removes an anticipated 18,000 square feet of impervious area from Phil's calculations. With this decision and the fact that the retention bioswale is "over built ", we do not plan to enlarge the size of the pond. Please take this information into consideration as you, Joanna and Jim review this project. Please contact me if you have any questions. cc: Jim Morrow, Public Works Director Joanna Spencer, Associate Engineer Attachments: Memo from Don Williams - 10/19/98 Memo from Phil Fraser - 10/21/98 DW:nk(corresp /don /JIllmem) ID ra • 03 EIS' Phone: (206) 433 -1800 • City Hall Fax: (206) 433-1833 RECEIVED AUC 2 0103 TUKWILA PUBLIC WORKS nisxsmusen:: ato$A.AteSAUtti19.:aat`a1 }af-- `144134u: ?7 ' a!;Jil".e`",.(�a"9it:`#,S„�T,S August 18, 1999 . Wayne Ivary 5651 University Way NE Seattle, WA 98105 Dear Mr. Ivary: If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, d / Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0285, D99 -0288, D99-0289 0' yfri ' 0 City of Tukwila John W. Rants, Mayor � io: : ?- Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0285, D99 -0288, D99 -0289 Foster Golf Course Crew Shop, Equipment Shed `B', Equipment Shed `A' 13900 Interurban Avenue S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 13, 1999 mined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3677 if you have any questions regarding the following: 1. Provide soils report or minimum soils classification by an Engineer. 2. Provide structural calculations. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 TO: Don Williams, Parks and Recreation Director FROM: Phil Fraser, Senior Engineer DATE: October 21, 1998 MEMORANDUM SUBJECT: Storm Water Facilities for Parks and Golf Maintenance Facility, Addition of Petrol Facility to George Long Shops The following is my response to your 10/19/98 memo for the proposed combined Golf Course and Maintenance Facility, and proposed City Petrol Facility at the George Long Shops - - -as they relate to the capacity of the drains in Interurban Ave. S. flowing to the north and use of the existing capacity of the bioswale /pond at the north end of Foster Golf Course which discharges into the Duwamish. The public drains in Interurban Ave S. (flowing to the north) to which you anticipate connecting the proposed facilities identified above have the capacity to take these flows. I recommend your site survey include the invert, top of pipe and rim elevations of the Interurban Ave S. storm structure you are tapping into to assure all your facilities can gravity drain into this system. The drawings you've provided don't identify the storm system nor connection. Also, I caution you that the elevations of your facilities need to be in accordance with the attached Flood Ordinance and lowest floor elevations above the hydraulic grade line of the storm pipe in Interurban Ave. South to which you are connecting. I understand that the 7 day /100 year storage requirements for new impervious surfaces for the Parks /Golf Maintenance Facility and Petrol Facility is to be met at the existing pond at the north end of Foster Golf Course. This Pond has approximately 64,000 cubic feet of storage capacity. (this material was placed on the 17th green and above the 100 year flood plain). During low flows /low river conditions, the bioswale at the bottom of this pond functions to treat low flows drain through it; and, during high river conditions (up to 12,000 cfs discharge at Howard Hanson Dam measured at Auburn gauge) /peak storm events, the flapgate between the pond and river shuts off backwater flows from the river causing storage of local drain waters until the river level subsides. From my discussions with golf course operations and maintenance staff, during these high river /peak storm events, the pond can fill completely and overtop back into the golf course greens and to the club house on rare occasions. From my discussions with parks and golf course staff I understand this pond was originally built to provide water quality and erosion control during construction of the ETS pipeline and other projects. In that time frame, the only added impervious surface 1 found in this sub -basin is a traiUsidewalk fronting Foster Golf course on Interurban Avenue South. A conservative calculation of this additional impervious surface would at most require 20,000 cf of storage for a 7 day/ 100 year event, leaving 44,000 c.f. of storage available for other use. The addition of 53,004 s.f. of impervious surface, for the proposed combined Golf Course and Maintenance Facility (35,004 s.f.), and for the proposed City Petrol Facility at the George Long Shops (18,000 s.f.) translates into 32,023 c.f. of storage needed to meet the 7 day /100 yr. storage requiurement these two facilities. Since the 44,000 c.f. of available storage at the Pond is greater than the 32,023 c.f. of storage required, technically the available Pond storage satisfies the 7 day /100 year storage criteria. • Attachments (5) cf. Al Larson cAphil\donwsdoc Although the 7 day/100 year storage criteria is met with the existing pond storage, you should expect that the added flows will surcharge the existing flooding conditions at the golf greens and facilities during high river/peak storm events. Therefore, I would suggest that developing an additional 32,000 c.f. of pond storage is appropriate, and will result in fewer, less critical river back up/storage events. Also, I would suggest a mechanical opening device and active monitoring during high river/peak storm • events to effectively manage this storage facility in keeping with requirements of the Green River Management Agreement (available in my office) to reduce flooding to the property as much as possible. Please send me a copy of the final drainage plans when it is ready for review. If you have any questions please do not hesitate to call me (Ext. 1641). City of Tukwila cc: Al Spencer, Internal Operations Manager Wayne (vary, Architect MEMORANDUM 6200 Southcenter Boulevard • Tukwila, Washington 98188 TO: Phil Fraser, Senior Engineer FROM: Don Williams, Parks and Recreation Directo DATE: October 19, 1998 SUBJECT: Storm Water Facilities for Parks and Golf Maintenance Facility Phone: (206J 433.1800 • City Hall Fax: (206J 433.1833 John W Rants, Mayor The Parks and Recreation Department is planning to build a new combined parks and golf course maintenance facility in 1999. We will need to handle the storm water generated from the roof and paved asphalt areas and would like your assistance in determining how this water will be handled. In addition, the Public Works Internal Operations Division will be constructing a new city petrol station on the west side of the George Long Shops. Our preliminary plans indicate we will have a net increase of 35,004 square feet of impervious area at the parks /golf shop. The gas station area will add 18,000 square feet for a total of 53,004 square feet of impervious area. We plan to design storm drain systems for each area that will connect directly to the storm drain line on Interurban Avenue that has lines that exist within the George Long Shop /golf course area. These lines will carry the water out to the Interurban Avenue main storm line that flows north into the entrance of the golf course and then daylights into a large retention bioswale pond along the left side of the #1 fairway. This retention pond has a flapgate that prevents pond waters from going backwards into the storm drain system and a second flapgate between the pond's outlet and the river. The capacity of this retention pond was calculated by Randy Berg, which I believe was minimally around 64,000 cubic feet. Assuming we can utilize this proposed method of handling the storm water, the question is do we need to modify the existing piping systems or pond area? I will soon have a drawing to show the storm pipes that exist near the George Long Shops (which I think you have copies of) and our new drain lines for the maintenance facility. Al Spencer should have drawings of the petrol facility also. Are these necessary for you to proceed to make decisions and tell me what I need to do? I realize you're use to a civil engineering drawiI) swith all of the details, however, we're trying to save money and by doing some extra leg work we can save funding for our very tight budgets. Please contact me if you have questions or need information. I'd like to finalize our decisions within the next two weeks. M x Owner x Contractor x Architect x Building Dept. x Engineer Client: City of Tukwila Public Works 1 Job Number: 1 99-672 1 Report Number: 1 013 1 Permit Number: 1 0990289 Field Cure Age (Days) Project: Foster Goff Maintenance Area (Sq.ln.) Architect: Wary & Associates Address: 14000 Interurban Strength (psi) Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works 1 Contractor Clements Brothers, Inc. Date: 6-8-00 7 Inspector: C. Bechtold/Train M. Ruoff 28.34 • Inspected the resteel and placement at I Material storage bins, wash-up island, fuel island west shed column footings at A.5, 1.25, 1.5, 1.75, east shed column footing at 3.5, D. X 2 Resteel is grade 1 60 1 , as specified, from Birmingham and Cascade Placement Data 6x12 Batch Weights Supplier: Miles 122,180 Cement (sack/type/Ibs.): I/11 517# W/C Ratio: Mix Number 0155A 3 Sand (Ibs.): 1290# Admixtures (specify) Max Slump Allowed: 5" 6x12 Aggregate (size/Ibs.): 1860# 28.88# Total Yards Placed: 70 4230 Aggregate (size/Ibs.): 5% +/- MBAE90 #84 Placed Via: tailgate Aggregate (size/lbs.): Vibrated: no Fly Ash (Ibs.): Required psi (Irc): 3000 Water (lbs./gal): 32.5 Gal Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket .No. Cast Samples: • 1-4 30 5" 62° 57° 51 5041880 Cast Samples: Cast Samples: Weather: 1 Raining 1 Slump Range: 1 4"-5" Date Samples Picked Up: 1 6-9-00 Con °mu 1 x • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 . 6-15-00 7 6x12 28.34 28.79# 81,440 2870 ASTM C39 X 2 7-6-00 28 6x12 28.29 29.18# 122,180 4320 ASTM C78 3 7-6-00 28 6x12 28.29 28.88# 119,680 4230 ASTM C109/109M 4* Com • ressive X Flexural Con °mu 1 x Does Not Conform is came Coples to: acTO ROSENAU & ASJCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A21A Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms 1 x I Does Not Conform 1 Reviewed by: This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. MAR 1 2000 Job Number: 99-672 Report Number: 010 Permit Number: 0990285/D990288/D99 tD R CE V Project: Foster Golf Maintenance Architect Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. MAR 1 2000 Client City of Tukwila Public Works Contractor. Clements Brothers, Inc. 4 Date: 2 -29-00 Inspector. D. Reid r , 28.30 Inspected the resteel and placement at - . contractor placed concrete for material bin storage area footinR. Ontr2tbr Wbt #4 dowels 3820 Resteel is grade 1 60 1 , as specified, from Birmingham /Cascade Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. 01550A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 Total Yards Placed: 30 Aggregate (size/lbs.): 5% +/- MBAE90 #84 Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.) • Re uired • si f c : 3000 Water lbs. /• al : 325 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4 58 55 104 493565 Cast Samples: Compressive X Cast Samples: Flexural • Weather: 1 clear j Slump Range: 1 4-4 A Date Samples Picked Up: 1 3-1 -00 Comments • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 3-7 -00 7 8x12 28.30 29.28# 102,530 3820 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural Conforms 1 Does Not Conform di 10 ROSENAU & AS INC. Construction Inspection & MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 Toll Free:(888) OTTO.4 -US Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency •A2LAAccredited Laboratory CONCRETE REPORT TEST RESULTS onforms x I Does Not Conform Copies to: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 009 Permit Number: D990285/D9902881D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates RECEVED Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor Clements Brothers, Inc. Date: 2-22-00 Inspector: R. Bogle MAR 1 4 2000 ... • Inspected the resteel and placement at ' column base "crew building" line C at 3 thru 5 lines and sha „ walls line A to B and 1 to 2 and second bullring C to E and !I ., approved plans and specs. Permit # for shads 0 t ypi . and ' ''' - II: .-.. per 4380 Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I/11 517 W/C Ratio: Mix Number: 01550 Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 4 Aggregate (size/lbs.): 1860 7/8 Total Yards Placed: 22 Aggregate (size/lbs.): Placed Via: B-Bone Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.) Required psi (f'c): 3000 Water (lbs./p1): hot 33 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4 44 48 492783 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 overcast — rain showers Slump Range: 1 4 Date Samples Picked Up: 1 2-23-00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2-29-00 . 7 6x12 28.26 29.66# 123,910 4380 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural Conforms 1 Does Not Conform les to: TO ROSENAU & ASSOCIATES INC. Construction Inspection & Material 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: : 01 Couforme x 1 Does Not Conform Page 1 of 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Job Number: 99-672 Report Number 008 Permit Number: 0990285/D990288/099 0289 E Project: Foster Golf Maintenance Architect: Wary & Associates `- Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. MAR 21 '00n Date: 2 -10-00 Inspector. C. Bechtold • ^OMNiUN1TY Inspected the resteel and placement at • 1 middle third of eastern ' /z of maintenance shack slab on grade DEVELOPMENT 29.85# Resteel is grade 1 1 , as specified, from 4780 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /11 517 WIC Ratio: Mix Number. 01550 Sand (Ibs.): 1430 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 .25% Ca.CI. Total Yards Placed: 30 Aggregate (size/lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: no Fly Ash (Ibs.): 30.07# Required psi (f c): 3000 Water (lbs. /gal): hot 33 ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 10 4 / 68 39 42 491382 Cast Samples: Compressive X Cast Samples: , Flexural Weather: 1 sunny Slump Range: 1 Date Samples Picked Up: 1 2 -11 -00 Comments . Area was covered with black plastic through the night. Ground temp. 40F. Engineers stamp ok's Ca. Cl. Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.in.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -17 -00 7 6x12 28.32 29.85# 135,840 4780 ASTM C39 X 2 3-9-00 28 6x12 28.28 29.99# 171,440 6060 ASTM C 78 3 3 -9-00 28 6x12 28.28 30.07# 174,580 6170 ASTM C 109/109M 4* Compressive X Flexural I Conforms 1 x Does Not Conform • Discarded Copies to: 0 '- ('0 ROSENAU & AS INC , Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725 -4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: 1 Confonns 1 x 1 Does Not Conform 1 C.� This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 008 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates "' "" Address: 14000 Interurban Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. F E B 2 9 2flf f Date: 2 -10-00 Inspector: C. Bechtold . • rn:‘r1 t .. ' •. • Inspected the resteel and placement at 1 middle third of eastern 'A of maintenance shack slab on grad Ji ni....A'fraNIT 29.85# Resteel is grade I I , as specified, from • Placement Data . Batch Weights Supplier: • Miles . Cement (sacidtype/lbs.): I /11 517 W/C Ratio: Mix Number. 01550 • Sand (Ibs.): • 1430 • • Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 .25% Ca.CI. Total Yards Placed: 30 Aggregate ( sizeAbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): ' Required psi (f c): 3000 Water (Ibs. /gal): hot 33 ASTM C 109/109M s ; ; S ample Data •. Yards Slump Air Content .Concrete Temp • Ambient Temp " Truck No.. "' .Ticket . : •'grNo. - ," :` Cast.Samples: 1-4 10 4'A • 68 39 42 491382 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 sunny Slump Range: Date Samples Picked Up: 1 2 -11 -00 Comments . Area was covered with black plastic through the night. Ground temp. 40F. Engineers stamp ok's Ca. CL Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load •(Lbs.) Strength (psi) Tested in general accordance with 1 2 -17 -00 7 6x12 28.32 29.85# 135,840 4780 ASTM C39 X ASTM C 78 • ASTM C 109/109M • Compressive X Flexural I Conforms 1 Does Not Conform O CTO ROS.ENAU & AS INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725.4600 • Toil Free:(888) OTTO.4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com • • WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Caoies to: CONCRETE REPORT TEST RESULTS I Conforms 1 x 1 Does Not Conform I This report applies only to the items tested or reported and Is the exclusive property of Otto Rasenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Reviewed by: /�. 4 . 7-i . , , x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works •• Job Number: 99-672 Report Number: 007 . Permit Number: D990285/D990288/D99 0289 • • - . . ....-.. • •,. ••• •'-•,•,•-.,:',.• ••:,„:-.?:•-:': ,r:• Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban . . • Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works •• Contractor . Clements Brothers, Inc. Date: 2-4-00 • Inspector: C. Bechtold . • • • • • ,. •.- •••.-...., ..:*:■f:;•::::;' , !:::::::f..4:-: Inspected the resteel and placement at ' 1 slab on grade north and south 1/3 of east section of crew building 30.07# 1 Resteel is grade 1 1 , as specified, from • • : • :., . Batch Weights,' ,- ‘.. . :...;:' • - • • Placement Data • Supplier: • Miles Cement (sack/type/lbs.): 1/11 516 W/C Ratio: Mix Number • 01550 • Sand (lbs.): 1542 „ Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1842 7/8 41.6oz Calcium Total Yards Placed: 69 Aggregate (size/lbs.): Placed Via: pump .Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): . Required psi (rc): 3000 Water (lbs./gal): • • hot 18.8 gal. . . • Sample Data ' • •• ' • ' ,...... • Yards. . " mum. • Mr • Content ',Concrete ; -. Teni0 .- ".': "- Ambient '..'-'1;Teriiii ,':!. !.- ..P.:.=‘`No • •••• :-.......,,,NO:':gt Cast Samples: — 1-4 42 4 1/ 62 47 ) • 110 490867 Cast Samples: Compressive Cast Samples: . • • :.- . - •••.• .-,• ,....••• , -:1;....i.:7::.r..-.....„=.2....„.,.:1,rp • • . . , . Weather: 1 sunny — 1 Slump Range: 1 Date Samples Picked Up: 1 2-5-00 • • • . ' • Comments 0 . • • ! .. • .-;.--- • • _ _ _ __ _ _ . Specimen T Test F Field A Age S Size A Area M Weight ( Max Load S Strength T Tested in general 1 2 2-11-00 7 7 6 6x12 2 28.25 3 30.07# 1 128,710 4 4560 • • ASTM C39 ASTM C 78 • • ASTM C 109/109M • Compressive . F Flexural I Con o onns 1 D Doss Not Conform .'.:,. Cooles to: TEST RESULTS Reviewed by: OTIO ROSENAU & ASS6CIATES INC. Construction Inspection & Material Testing iRCEIIVED 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: svmv.cFEbEreLen2000 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • COMMUNITY CONCRETE REPORT CalELOPMENT C onforms x 1 UOI$ NOtOflTOflU.: , •This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this rePort, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer . Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 007 Permit Number: D990285/D990288/D99 0289 • Project: Foster Goff Maintenance Architect Wary & Associates R E u E i v E D Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2-4-00 Inspector: C. Bechtold MAR 14 2000 6x12 Inspected the resteel and placement at . I slab on grade north and south 1/3` of east section of crew builds i IMMUNITY Oh VbLOPMbN F Resteel is grade 1 1 , as specified, from 4560 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 516 W/C Ratio: Mix Number. 01550 Sand (lbs.): 1542 Admixtures (specify) Max Slump Allowed: Aggregate ( size/lbs.): 1842 7/8 41.6oz Calcium Total Yards Placed: 69 Aggregate (size/lbs.): 3 Placed Via: pump Aggregate ( size/lbs.): 28 Vibrated: no Fly Ash (lbs.): 30.20# Required psi (ft): 3000 Water (lbs. /gal): hot 18.8 gal. ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 42 4 % 62 47 110 490867 Cast Samples: Compressive X Cast Samples: Flexural Weather: 1 sunny Slump Range: 1 Date Samples Picked Up: 1 2 -5-00 Comments • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -11 -00 7 6x12 28.25 30.07# 128,710 4560 ASTM C39 X 2 3 -3 -00 28 6x12 28.30 30.13# 174,650 6170 ASTM C 78 3 3 -3 -00 28 6x12 28.30 30.20# 178,170 6300 ASTM C 109/109M 4* Compressive X Flexural I Conforms 1 x Does Not Conform *Discarded Ccaies to: 0 1 TO ROSENAU & ASSOCIATES INC. Construction Inspection & Material'Testing • 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 •Toll Free:(888) OTTO.4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms 1 x 1 Does Not Conform 1 Reviewed by: e. i This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau 8 Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer. PWA Engineers, Inc. EC E 1 V E Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 006 Permit Number. D990285/D990288/D 0289 / Weight Project: Foster Golf Maintenance Architect Wary & Associates Address: 14000 Interurban Engineer. PWA Engineers, Inc. EC E 1 V E Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -3 -00 Inspector. K. Brush MAR 14 2000 Inspected the resteel and placement at ` 1 slab on grade west side. COMMUNITY Resteel is grade 1 1 , as specified, from . DEVELOPMENT Placement Data Batch Weights Supplier. Miles Cement (sack/type/lbs.): I/11 W/C Ratio: Mix Number. 01550 Sand (lbs.): Admixtures (specify) Max Slump Allowed: 5 Aggregate ( size/lbs.): 5970 Total Yards Placed: 70 Aggregate (size/lbs.): 3 Placed Via: pump Aggregate (size/lbs.): 28 Vibrated: yes Fly Ash (lbs.): 29.69# Required psi (f c): 3000 Water (lbs./gal): 275 ASTM C 109/109M Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. . Ticket No. Cast Samples: 1-4 51 5 60 50 15 490667 Cast Samples: , Compressive X Cast Samples: Flexural Weather: i clear Slump Range: 1 Date Samples Picked Up: 1 Comment • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -10 -00 7 6x12 28.25 29.691E 105,920 3750 ASTM C39 X 2 3 -2 -00 28 6x12 28.26 29.86# 168,770 5970 ASTM C 78 3 3 -2 -00 28 6x12 28.26 29.69# 168,620 5970 ASTM C 109/109M 4* , Compressive X Flexural • l Conforms 1 x Does Not Conform OS 10 ROSENAU & AS • OCIATES, INC. Construction Inspection & Material Testing • 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Copies to: !scarce TEST RESULTS Reviewed by: c.c" /i /• This eport applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms I x ( Does Not Conform 1 x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 006 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 2 -3 -00 Inspector: K. Brush 6x12 Inspected the resteel and placement at ' 1 slab on grade west side. 29.69# Resteel is grade 1 1 , as specified, from 3750 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /11 W/C Ratio: Mix Number. - 01550 - Sand (lbs.): Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): Total Yards Placed: 70 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (f'c): 3000 _ Water (lbs. /gal): 275 ASTM C 109/109M Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket : No. Cast Samples: 1-4 51 5 60 50 15 490667 Cast Samples: Compressive X Cast Samples: Flexural • Weather: 1 clear Slump Range: Date Samples Picked Up: 1 . Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 2 -10 -00 7 6x12 28.25 29.69# 105,920 3750 ASTM C39 X ASTM C 78 • ASTM C 109/109M Compressive X Flexural 1 Conforms 1 Does Not Conform 0 � ROSENAU & ASSuCIATES INC Construction Inspection & Material Testing R EC E 0 V E D 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725 -4600 Toll Free:(888) OTTO.4 -US Fax:(206) 723 -2221 Website: www.otto�ererou.�ra, 200o WBE W2F5913684 ' WABO Registered Agency A2LA Accredited Laboratory J CONCRETE REPORT TEST RESULTS COMMUNITY DEVELOPMENT ontorms I x 1 Does not comorm • Comes to: Reviewed by: 9 / :r This eport applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Address: 14000 Interurban • Engineer: PWA En. ineers, Inc. : Job Number: 99-672 Report Number: 005 Permit Number: ' • 90285/D9902881D99 ' Weight Project: Foster Golf Maintenance Architect: Wary & Associates I I s Address: 14000 Interurban • Engineer: PWA En. ineers, Inc. : Client: City of Tukwila Public Works Contractor Clements Brothers, Inc. •� Date: 1 -21 -00 Inspector. J. Abson •'III, • fr��� 28.27 Inspected the resteel and placement at T.S. column footings at line C grids 3, 3.1, 3.7, 4.1, 4.25, 4.5 and 4.75. Shear wall footings at line C grid 2 to 3, line 3.1 grid A to D, line 3.1 grid B.2 to D. Recessed slab and oil • storage at line A grid 3.9 4490 Resteel is grade 1 60 1 , as specified, from. Birmingham • • Placement Data .. Batch Weights . : ;' _-.. : ; = ^i:" 47 . 1 "t rMigt Supplier: Miles Cemen (sack/type/lbs.): I /II 517 W/C Ratio: 0.53 Mix Number 01550 Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 Total Yards Placed: 12.5 Aggregate (s'ze/Ibs.): Placed Via: pump Aggregate (sizelbs.): 28.26 Vibrated: mech Fly Ash (lbs.) • 6310 Required psi (1°c): 3000 Water (Ibs. /gai): 275 4* ..: ' Sample Data Yards Slump Air 'Content Concrete '.Temp '•% ' Ambient ' : : , Temp `. =: • ..Truck •. 7: ..- ::No." :. Tickst:. . - �_ : ''t Cast Samples: 1-4 10 4 A 58 40 22 489430 Cast Samples: • X Cast Samples: Flexural g ir ;.sir,' , Weather 1 cloudy Slump Range: 1 4 i4-5 Date Samples Picked Up: 1.1 -22 -00 • Comments ..-.. :', , ::v;a. . ; :"•^r ;+tv.4 .., .n Specimen Number Test Date Field Cure Age (Days) Size (In) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -28 -00 7 6x12 28.27 29.72# 127,070 4490 ASTM C39 • X 2 2 -18 -00 28 6x12 28.26 29.76# 177.850 6290 ASTM C 78 3 2 -18 -00 28 6x12 28.26 29.84# 178,220 6310 ASTM C 109/109M 4* Compressive X Flexural • 1 Conforms 1 x Doss Not Conform '+ 'Discarded Comes to: O\ r 0 ROSENA & AS8UCIATES, INC. Construction Inspection & Material Testing • 6747 M.L. King Way South, Seattle, Washington 98118.3216 . Tel:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 1 Conforms 1 x 1 Does Not Conform: 31 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer • Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Job Number: 99-672 • Report Number: 005 Permit Number: ' D990285/0990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: . 14000 Interurban . • Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -21-00 Inspector: J. Abson ' .L tier• Inspected the resteel and placement at - T.S. column footings at line C grids 3, 3.1, 3.7, 4.1, 4.25, 4.5 and 4.75. Shear wall footings at line C grid 2 to 3, line 3.1 grid A to D, line 3.1 grid B.2 to D. Recessed slab and oil • storage at line A grid 3.9 127,070 Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data •. • Batch Weights • Supplier. Miles Cement (sack/typellbs.): I /II 517 W/C Ratio: 0.53 Mix Number. 01550 Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate ( size/bs.): 1860 7/8 ASTM C 78 Total Yards Placed: 12.5 Aggregate ( size/lbs.): Placed Via: pump Aggregate (size/lbs.): • . Vibrated: mech Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 275 ' Sample Data Yards Slump Air Content Concrete • Temp • Ambient • • Truck • - 'No. " : ;:Wicket ::�.No g. ' -. Cast Samples: 1-4 10 4 ,4 58• 40 22 489430 Cast Samples: • Compressive X Cast Samples: Flexural . . . .'.;:•'— .zf `Sr :: Weather. 1 cloudy Slump Range: 1 4'x4.5 Date Samples Picked Up: 1 .1 -22 -00 • • Comments • " 3"• ,. ',x -A: • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sgin.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1- 28-00 7 6x12 28.27 29.72# 127,070 4490 ASTM C39 • X ASTM C 78 ASTM C 109/109M Compressive X Flexural I Conforms 1 Does Not Conform - >:, Cooles to: OTC: 0 ROSENAU & AS$ CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 TeI:(206) 725.4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723-2221 • Website: www.ottorosenau,com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms x '1 Does Not Conform:_' /', ///' CSC- i s 'eP This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our flan is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer En. ineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 004 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban . . En. ineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 1 -13-00 • Inspector. B. Robertson 6x12 Inspected the resteel and placement at . 1 4 foot retaining wall east of crew building to equipment shed • Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data I Batch Weight • . �r.:. 71 ;.- Supplier: Miles Cement (sack/type/bs.): I /11 517 W/C Ratio: Mix Number: • 0155A Sand (lbs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate ( size/bs.): 1860 7/8 5% MBAE 90 Total Yards Placed: 23 Aggregate (size/lbs.): ASTM C 78 Placed Via: pump Aggregate ( size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (Pc): 3000 Water (lbs.Vl): 27.5 . Sample Data Yards Slump • Air • Content Concrete 'Temp • Ambient . Temp Truck : . No. ; ": `: Ticket : =1Io: ! .r Cast Samples: 1-4 10.5 3 % 54 44 • 050 0488583 Cast Samples: Compressive X Cast Samples: _ . Flexural Weather: 1 overcast j Slump Range: 1 4 +/ - 1 Date Samples Picked Up: 1 1 -14-00 Comments -:,14 ;- No water added . . Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength . (psi) Tested in general accordance with 1 1 -20-00 7 6x12 28.27 28.77# 107,850 3810 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X . Flexural 1 Conforms 1 Does Not Conform '', Caoies to: OTTO ROSENAU & ASSOCIATES,. INC. Construction Inspection &.MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118.3216 . Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com • WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT • TES RESULTS Reviewed by: • Conforms I x Does Not C on f orm '1 ell,Xxeroe.Arzi-e This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 x Owner x Contractor x Architect x Building Dept. x Engineer Address: 14000 Interurban • Engineer: PWA Engineers, Inc. • Job Number: 99 -672 Field Cure Report Number: 004 . Permit Num • - 4 C r;: ! 1 ) . � '1138/D99 0289 Weight Max Load (Lbs.) Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban • Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 1 -13-00 6x12 Inspector: B. Robertson 28.77# 107,850 Inspected the resteel and placement at ` 1 4 foot retaining wall east of crew building to equipment shed X 2 Resteel is grade r 60 I , as specified, from Birmingham Placement Data .. Batch Weights Supplier: Miles 143,600 Cement (sack/type/lbs.): I /11 517 W/C Ratio: Mix Number: • 0155A • Sand (lbs.): 1470 . Admixtures (specify) Max Slump Allowed: 5 6x12 Aggregate (size/lbs.): 1860 7/8 5% MBAE 90 Total Yards Placed: 23 5420 Aggregate ( size/lbs.): Placed Via: pump • Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (f'c): 3000 Water (lbs. /gal): • 275 Sample Data Yards Slump • Air Content Concrete Temp ' Ambient ' • Temp Truck . ?f: No. -'`•~ Ticket "�TNo ' �'`:•` Cast Samples: 1-4 10.5 3Y: 54 44 050 0488583 Cast Samples: Cast Samples: • Weather: 1 overcast Slump Range: 1 4 +/- 1 Date Samples Picked Up: 1 1 -14-00 1 Conforms 1 x . • . Comments .. .... .. ,.., ;::•::•.. •. No water added • • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -20 -00 7 6x12 28.27 28.77# 107,850 3810 • ASTM C39 X 2 2 -10 -00 28 6x12 28.25 28.78# 143,600 5080 ASTM C 78 3 2 -10 -00 28 6x12 28.25 28.81# 153,230 5420 ASTM C 109/109M 4* Compressive X • Flexural 1 Conforms 1 x Does Not Conform - iscaro • Ccp les to: 01(.0 ROSENA•U & ASSUCIATES,- INC. Construction Inspection & Material Testing • 6747 M.L. King Way South, Seattle, Washington 98118 321 (� ' `" Tel:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: r a .C ED WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Confomis it . • ,.r • FEB 2 33 20000 x I Does Not Conform .•''C( This eport applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from ourfimi is strictly prohibited. x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 003 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 1 -10 -00 Inspector: D. Reid 6x12 Inspected the resteel and placement at ' 1 stem walls at crew building . 29.75# Resteel is grade 1 60 1 , as specified, from 4550 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. 0155A • Sand (lbs.): 1430 Admixtures (specify) Max Slump Allowed: 5 1/2 Aggregate ( size/lbs.): 1860 7/8 Total Yards Placed: 20 Aggregate (size/lbs.): Placed Via: pump Aggregate ( size/lbs.): Vibrated: yes Fly Ash (lbs.): . Required psi (t'c): 3000 Water (lbs./gal): 330 ASTM C 109/109M Sample Data Yards Slump • Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4 '/ 64 39 048 488322 Cast Samples: Compressive X Cast Samples: Flexural • Weather: 1 drizzle Slump Range: 1 Date Samples Picked Up: 1 1 -11 -00 Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -17 -00 7 6x12 28.28 29.75# 128,720 4550 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural Conforms 1 Does Not Conform 0" .'0 ROSENA & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 • Toll Free :(888) OTTO.4 -US • Fax:(206) 723 -2221 Website: www.ottorosenau.com WBE W2F5913684 . WABO Registered Agency •A2LAAccredited Laboratory Copies to: CONCRETE REPORT TEST RESULTS Reviewed by: Conforms This report applies only to the hems tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Repr except in full, without written permission from our flrm Is strictly prohibited. Page 1 of 1 x I Does Not Conform WED JAN 2 7 2000 DEVELOPMENT x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 002 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. • Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 1 -7 -00 Inspector: R. Bowersock 6x12 Inspected the resteel and placement at - retaining wall as per approved plans at crew building grid lines A/1 -5. Retaining wall footings as per approved plans at shed grid lines 1-4/A, 4 /A -E 97,020 Resteel is grade 1 60 1 , as specified, from ASTM C39 Placement Data Batch Weights Supplier: • Miles Cemen (sack/type/lbs.): 1 /II 517 W/C Ratio: Mix Number. 0155A Sand (Ibs.): 1470 Admixtures (specify) Max Slump Allowed: 5 Aggregate ( size/lbs.): 1860 7/8 Air Total Yards Placed: 42.5 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (Ibs.): Required psi (Pc): 3000 Water (Ibs. /gal): 275 Sample Data Yards . Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 30 4 54 45 104 0488241 Cast Samples: Compressive X Cast Samples: • Flexural Weather: 1 cloudy Slump Range: ( 3 Y2-4 Date Samples Picked Up: i 1 -10-00 . Comments • • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 1 -14 -00 7 6x12 28.28 28.93# 97,020 3430 ASTM C39 X ASTM C 78 ' ASTM C 109/109M Compressive X Flexural [ Conforms 1 Does Not Conform Comes to: 01(1 0 ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULT Reviewed by: Page 1 of 1 I Conforms I x l Does Not Conform ( � r.7". -� / 7 r This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Repr E o E D except in full, without written permission from our firm is strictly prohibited, JAN 2 7 2000 COMMUNITY DEVELOPMENT O1 O ROSENAU & ASSViCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725 -4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Report Number: 001 Inspection Performed: SSENV nr..rasaa ewur. n. rv�. r+++.. r. ....c.n•w+sawxr. +�vrnan. +.a..rew •Y..vw!errnnM wx.w.w.:- ..+meman ..7.0.,015 ` 7. CONSTRUCTION INSPECTION REPORT Project: Zany Brainy Permit Number: D990293 Address: 17396 Southcenter Parkway Blvd. Job Number: 99-676 Client: Mitchell Contracting Architect: Contractor: Mitchell Contracting Engineer: Inspector and Date Inspection Results FJ4�. i'!{ 11k`1 9t9YX 'XM..`7t:.'CatT`.'SSk,�S" C.". . R. Hardy Performed visual inspection of welding on the following; Grids 16 to 18/B to F 12 -23-99 1. Connection to wooe column angle to beam 7x7x3/8 2. Connection to tube steel column angle to beam 7x7x3/8 3. Top plate to WF column and top plate to plate 3/8x6x8 4. Plate to beam 6x12x1/4 Reference details E, B, F, H on S2. All bolts in snug tight cindition. All welds acceptable as per AWS D1.1.98 and AISC 9`h edition. Certified WABO welder Ray Muniz, exp. 4 -1 -00, MUN17 -1948. Comes to: Reviewed by: ECE VED JAN 11 2000 COM:viu;E\t; DEVEL O?'ME1NT This sport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 i Owner x Contractor Architect x Building Dept. Engineer O1 O ROSENAU & ASSViCIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725 -4600 • Toll Free:(888) OTTO.4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory Report Number: 001 Inspection Performed: SSENV nr..rasaa ewur. n. rv�. r+++.. r. ....c.n•w+sawxr. +�vrnan. +.a..rew •Y..vw!errnnM wx.w.w.:- ..+meman ..7.0.,015 ` 7. CONSTRUCTION INSPECTION REPORT Project: Zany Brainy Permit Number: D990293 Address: 17396 Southcenter Parkway Blvd. Job Number: 99-676 Client: Mitchell Contracting Architect: Contractor: Mitchell Contracting Engineer: Inspector and Date Inspection Results FJ4�. i'!{ 11k`1 9t9YX 'XM..`7t:.'CatT`.'SSk,�S" C.". . R. Hardy Performed visual inspection of welding on the following; Grids 16 to 18/B to F 12 -23-99 1. Connection to wooe column angle to beam 7x7x3/8 2. Connection to tube steel column angle to beam 7x7x3/8 3. Top plate to WF column and top plate to plate 3/8x6x8 4. Plate to beam 6x12x1/4 Reference details E, B, F, H on S2. All bolts in snug tight cindition. All welds acceptable as per AWS D1.1.98 and AISC 9`h edition. Certified WABO welder Ray Muniz, exp. 4 -1 -00, MUN17 -1948. Comes to: Reviewed by: ECE VED JAN 11 2000 COM:viu;E\t; DEVEL O?'ME1NT This sport applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 i x Owner x Contractor x Architect x Building Dept. x Engineer Engineer: PWA Engineers, Inc. Contractor: Clements Brothers, Inc. Client: City of Tukwila Public Works Job Number: 99 -672 Report Number: 001 Permit Number: D990285/D990288/099 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. Contractor: Clements Brothers, Inc. Client: City of Tukwila Public Works Date: 12 -22 -99 Inspector: R. Edwards 7 Inspected the resteel and placement at ` ( perimeter footings for new maintenance building. All resteel is placed as per plan, is clean and has correct dearances. 29.98# Resteel is grade 1 60 1 , as specified, from 1 m Birmingham Placement Data - Batch Weights Su • • tier: Miles Cement sa ► • bs.): I /11 517 W/C Ratio: Mix Number. 01550 Sand (Ibs.): 1430 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/Ibs.): 1860 7/8 Total Yards Placed: 38 Aggregate (size/Ibs.): Placed Via: pump Aggregate (size/lbs.): Fly Ash (bs.): Vibrated: yes Required psi (fc): 3000 Water (Ibs. /gal): 330 Sample Data Yards . Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 12 4 56 38 41 486727 Cast Samples: _ Compressive X Cast Samples: • Flexural Weather: Slum • Ran • e: Date Samples Picked Up: 12 -23-99 Comments • • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.ln.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -29-99 7 6x12 28.31 29.98# 125,280 4430 ASTM C39 X ASTM C 78 ASTM C 109/109M Compressive X Flexural Conforms 1 Does Not Conform Conies to: OT. C ROSENAU & ASSOCIATES, INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725 -4600 •Toll Free:(888) OTTO.4 -US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS JAN 11- Page 1 of 1 • Conforms 1 x 1 Does Not Conform 1 This eport applies only to the items tested or reported and is the ex c l isive prop btto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. x Owner x Contractor x Architect • x Building Dept. x Engineer Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Job Number: 99-672 Report Number: 001 Permit Number: D990285/D990288/D99 0289 Weight Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. ' Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. Date: 12 -22 -99 Inspector: R. Edwards 6x12 Inspected the resteel and placement at - perimeter footings for new maintenance building. All resteel is placed as per plan, is clean and has correct clearances. 125,280 Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data Batch Weights Supplier: • Miles - Cement (sack/type/Ibs.): I /II 517 W/C Ratio: Mix Number 01550 Sand (Ibs.): 1430 Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 ASTM C 78 Total Yards Placed: 38 Aggregate ( size/lbs.): 1 -19-00 Placed Via: pump Aggregate (size/lbs.): 6x12 Vibrated: yes Fly As jibs.): 168,980 Required psi (f'c): 3000 Water (Ibs. /gal): 330 Sample Data • Yards . Slump Alr Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 12 4 56 38 41 486727 Cast Samples: Compressive X Cast Samples: • Flexural Weather: 1 Slump Range: 1 Date Samples Picked Up: 1 12 -23-99 • Comments • . • • Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with 1 12 -29-99 7 6x12 28.31 29.96# 125,280 4430 ASTM C39 X 2 1-19 -00 28 6x12 28.30 30.14# 171,550 6060 ASTM C 78 3 1 -19-00 • 28 6x12 28.30 29.98# 168,980 5970 ASTM C 109/109M 4* Compressive X Flexural 1 Conforms 1 X Does Not Conform *Discarded Cooles to: Ol,'0 ROSENA & ASS`UCIATES, INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO.4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 Conforms 1 x 1 Does Not Conform 1 efi;Xi�k.�wei