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HomeMy WebLinkAboutPermit D99-0288 - City of Tukwila - Foster Golf Course - Equipment Shed B- 41 tl,?1 34•1 A it. I ';`■' `N: '41 '3''P' 1141 4 ; Ntel D99-0288 0 Interurban Ave. So. •••• Foster Golf Course Equip. Shed B City of Tukwila �. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Contractor License No: CLEMBI099KF Permit Center Authorized Signature: Signature: Print Name: Fire Loop Hydrant: Flood Control Zone: N Hauling: Land Altering: Y Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Y Street Use: Water Main Extension: �Qytl DEVELOPMENT PERMIT 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 OCCUPANT FOSTER GOLF COURSE EQUIP SHED B Phone: 206 433 -1843 13900 INTERURBAN AVENUE 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********** ****** Permit Description: CONSTRUCTION OF EQUIPMENT SHED "B" AND RELATED SITE WORK, PARKING AND PAVING (REPLACES EXISTING EQUIPMENT STORAGE AREA). PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE, LAND ALTERING CUT 35CY & FILL 30 CY. ** kk********************** k********** k******* k**** k** ** *•k * * ** *•k * * * **** * **** * * *•k *k Construction Valuation: $ 50,232.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: No: Start Time: Cut: Start Time: No: Private: Private: Occupancy: SERVICE STATION UBC: 1997 Fire Protection: NONE East: .0 West: .0 Permit No: Status: Issued: Expires: Streams: D99 -0288 ISSUED 12/06/1999 06/03/2000 Size(in): .00 End Time: 35 Fill: End Time: Public: Public: ** k***************•** * *k * * * * * * * *** * * * *k * ** * * * *k ***** k * * * * *•k•k * *k* * * *•k * * *k * * *k * *k* kk•k ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,163.74 * ** * ** *********************• k ** * * *k * ** * * * * * * * * *** *•k * *k** *•k k ***•k * * * * * *** * * * * * * *•k * * * * ** eQc Date: _R- C0 I hereby certify that I have read and examined is permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of ork. I am authorized to sign for and obtain this development 4'ey^/»i it Date: 1 2 -Ce 91 (206) 431 -3670 30 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. 13. CITY OF TUKWILA • Address: 13900 INTERURBAN AV S Permit No: 099-0288 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 08/13/1999 Parcel #: 000280-0005 Issued: 12/06/1999 *AA*.kk**A***********A*****A*A Permit, Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All permits, inspection 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. 3. Electrical permits shall be obtained through the Washington State Division of labor and Industries and all electrical work will 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). S. 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 building 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 structural concrete shall be special inspected (UBC - Sec. 306(a)1). CONTRACTOR SHALL NOTIFY PUBLIC WORK'S UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. ....FROM OCTOBER 1 .THROUGH APRIL 30, COVER ANY SLOPES AND •:,•STOCKPILES THAT ARE .311: 1V OR STEEPER AND HAVE A 'VERTICAL' -'- OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER " .. . THAN 12: HOURS. DURING THIS TIME PERIOD, . COVER . OR MULCH f ' --,OTHER ; DISTURBED' AREAS, IF THEY WILL BE'UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE , • BEGINNING OF THIS :PERIOD: INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND .••IMMEDIATELY FOLLOWING STORMS. ," . . - - • : . : • , 1 MONTHLY. FROM MAY 1 THROUGH SEPTEMBER 30. A:::.,„: SEDIMENT .,...,1111C AND LEAST :MAINTAIN TEMPORARY E PREVENTION NTIOND AT . ..: , ' ''‘'..... :: : •-• :• - • - •:-:; - `',:c . .;, : ::-; ::: ,. - 'ALL DISTURBED ARES:- 0E-T'H SITE SHALL BE PERMANENTLY STA1311IZD' p F 14/1 APPROVAL. • • • • , • , . • .• Project Name/Tenant: City of Tukwi 1 a Foster Golf Course Maintenance Facility (Equipment Shed "B' Value of Construction: $50,050.00 Site Address: 13900 Interurban Avenue South, Tukwila, WA City State /Zip: 98188 Tax Parcel Number: 000300 -0049 Property Owner: City of Tukwila Building Square Feet: 0 existing 910 new Phone: 206 - 433 -1843 Street Address: 6200 Southcenter Blvd., Tukwila, WA 98188 , City State /Zip: Fax #: 206 - 433 -1833 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Ivary & Associates Phone: 206 -525 -8020 Street Address: 5651 University Way NE, Seattle, WA 98105 City State /Zip: Fax #: 206- 525 -8021 Engineer: PWA Engineers Phone: 425 - 806 -5203 Street Address: 10709 Beardslee Blvd., Bothell, WA 98011 City State /Zip: Fax #: 425 - 806 -5204 Contact Person: Wayne T. Ivary Phone: 206 -525 -8020 Street Address: 5651 University Way NE, Seattle, WA 98105 City State /Zip: Fax #: 206 -525 -8021 Description of work to be done: Construction of equipment shed � nd related site work, parking and paving (replaces Pxictinf P rill ipment S nragP area Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse C:1 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 ® no If yes, extent of change: Existing fire protection features: El sprinklers ❑ automatic fire alarm ® none El other (specify) Building Square Feet: 0 existing 910 new on part of /U acre Area of Construction: ac golf 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 El yes ® no quantities & Material Safety Data Sheets CITY OF TJCWILA 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 mall or facsimile. El Channelization /Striping El Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): © Flood Control Zone El Hauling Ea Land Altering 0 Cut 35 cubic yds. 0 Fill 30 cubic yds. El Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public Storm Drainage El Street Use Cl Water Main Extension 0 Private 0 Public El Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: El Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date appli o lc otim Date application ex lies: A -1 - ZQb0 Application taken by: (Initials) C &A- PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 eject Number: Permit Number') APPLICANT" REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by. the Public Works Department) BUILDING OWN OR AUTHORIZ • ' GENT. r � ( Signature v ` Icy �9 �,.� .."5 ^ el? Date: 8Fia/6.6. t. Print name Bruce Fletcher for Don Williams .P . 1 433-1843 FP196;-433 -1833 Address 6200 Southcenter Blvd. Ci f tSe( WA 98188 ' I N'W Cell ",:'E^. " I/!'. / ^')DITION /MULfi AMILY PERMIT APPLICATIONS MUS SUBMITTED WITH THE FOLLOWING: I BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL • 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). ❑ Vicinity Map showing location of site ❑ 0 Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ® Mechanical Drawings ❑ ® Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ l Architectural drawings ❑ ® Specifications (if separate document) ❑ ® Structural Calculations ❑ N /P❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ® Height Analysis ❑ ® Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ® Topographical and Boundary Survey ❑ N /P❑ Tree Coverage Analysis (Multifamily only ) ❑ ® Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ® Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ® 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 architectIengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 1/29/97 4***%*** *•k*AA cl1Y GF.TUK ILA. * * *:1 :4 :k :4 * * * *:1 :4.4 •. *. 1RrtNSNIT.N Number: Payment Method: Permit No.: Parcel No a i to .Addr^eus: Th i rit; Pcvnt •It * * *•A * *4 *y1* * *•�** Account Code 2. 000/32400 000/322.100 000/345.930 P c hour, \,) **** k****: 1• k•. F***. a.: 4**: k•. 1• k. 1: 1;: t *:4 *:4:k * * *4 * 4- k*.kkhAk *k:l- WA DCIC1— DD t•,. *••t•* 00i-A*; kfi. k• 4: 1•*: 1: k*: k: k4-: 4: t: kh A+ 4•. 1 :4:1 *A•k.k•4.4kkAAk4 *:y;4:1k* R9800198 Amount; 10.50 1.2/06/99 09:50 .ACCT Notation: 1 PUL FOR Cni tz T'L11 D99-0289 Tvun.;. DEVPERM • DEVELOPMENT PERMIT •0O0280 -0005 13301) INTERURBAN AV 3 Total Fees: .1.1(: ;3.74 J0.50 Tc t.a I ALL.: Priyti : 1.163.74 U lancet .00 ** 1 * * * *a4 * * *4 ** * *•k * *olfi** k,4k * * ** *II * * * ** *:1 * *I *A4* D e s c r i p t i o n Amount FLOOD ZONE CONTROL -50.00 LAND AI.. rEuTUG PERMIT FOE 3 3...aND ALTERING PLAN CHECK 23.50 Acci. 7 4- UII/c0'S9y.-1loo. lDT;.a() 1 5 C.1 5— Account Code. 000/322.100 000/345.830 000/345.830 000/386.904 412/342.400 000/322.400 00 y y y y y yy '�y y y y y y y y y y y y y y y y y y y y y y y y y * * n * * n * * n * * A R * n * * * ^ * * * * T * * n n * * * * * * * * * * * * n * * * * * * n * * T n * * * * * * * * A * n * CITY OF TUKWILA, WA n 4�.q a �( TRANSMIT * * * * * * * * * * * * * * * * * * * *!t� * * * * ** *** I * * * * * * * * * * * * * * * * * * * * ** * * * * **ic TRANSMIT Number: R9800126 Amount: 1,153.24 08/13/99 12:11 Payment Method: ACCTU Notation: PARKS & REC DEPT Init: CAS Permit No: D99 -0288 Type: DEVPERM.., DEVELOPMENT PERMIT Parcel No: 000280 -0005 Site Address: 13900 INTERURBAN AV S Total Fees: This Payment 1,153.24 Total ALL Pmts: Balance: ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Description Amount BUILDING - NONRES 650.75 PLAN CHECK - NONRES 422.99 PLAN CHECK - UTILITY 10.00 STATE BUILDING SURCHARGE 4.50 INSP FEE - STORM DRAIN 15.00 FLOOD ZONE CONTROL 50.00 sq y, - 7600, 2, a o 1,153.24 1,153.24 .00 it COMMENTS: Type of Ins ection: I.) 'fret ve X hA 1 1,41,- -Cr Address: '' , l,596V _77ezereeilve.."-- di J A•Pc lc,b --Gw. 4 on Ow; . I Date wanted: /0 - 4/ - / . S eer ( ,AI— c twy Yrie . I 0 0 I Requester: 2.) Z;44-r." - ciiprnverf w -I-9,4 11,,, 3 .) (-)UnAC44 01.-, VO4:141,1).< — r re) ti eat —x r +P ci 1 Ct k .---- `me., 1 \-- -._ _---- Project: re 6 - 0 4' C?"- Type of Ins ection: Address: '' , l,596V _77ezereeilve.."-- di J Date called:' /0 Special instructions: Date wanted: /0 - 4/ - / a.m. - 4.5.'lm--" Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: N • • - (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. Date: 10 _ 14,o i 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: • • -L.. PAect; 4 ,, m, s Type of Inspection.... )7 Addr ss: , 3O j Date called: pecia instructions: I Phone: Date wanted: �� ""_ m (D p. m. Requester: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: P 7 2/014frzfred (149. /a6, $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: , 4 P Address 64) �,,, LA I Date called: Special instructions: 1. 6‘ 4 1 , ) CW 4 2—(0/0 d D. . r IN l Lay. . . .111 17) Phone: c -( C (....t-A-...".. total >u...) L.r.)J R ( cxlt..e_ k =e .. ,„/ a p 4 V' M .1 fie I 0 L I„_){ i ik, 7 LAA.- .G U Projec 051 , ,1 Type of Inspection: , 4 P Address 64) �,,, LA I Date called: Special instructions: 1. 6‘ 4 1 , ) CW Date wanted: a.m. p.m. Requester: Phone: U' C� INSPECTION RECORD Retain a copy with permit /� INSPECTION NO. //A CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. LI Corrections required prior to approval. Inspector: /0-J Date: LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee m6t be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. Receipt No: Date: Project: , e r Ens F (6 i i Yse, 91rd 3 Type of Inspection:R,00 Shcvv -- ik).11 t. Sh:reth�t� t l∎ Ad ress: /?9r�D ,�"rrlryvrl7h Ai/ Date called: M— e, Special instructions: Date wanted: aq — 00 a.m: p. . Requester: 7+M Phone: Q INSPECTION NO. I INSPECTION RECORD Retain a copy with permit h CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 98188 Approved per applicable codes. I t 1' «I.. PERMIT NO. (206)431 -3670 El Corrections required prior to approval. COMMENTS: escmogro-e. t-i1 k(#4 (G/LrC ra 0 TH. -rc / e- , 9 - %f5 In o j ot( e I Date El $47.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: oject: 1 S ktn tl ` f nspection: Typ I )C1(i to ss• oCkne `( b ' X`c tar R a- Date called: ® 1,6/-00 Special instru tions: , Date wanted: (lo "00 a.m. p.m. Requester. dim Phon . / .` l 00(o I C)14 INSPECTION RECORD Retain a copy with permit ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (o L f /� Y 7), �(7e )orztlC�r //( %i°EcraG. f-c. '• -Q , 4!t i g G /7e,c(s eq _ A-(07 ar°7Z. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: is +`.x4:C.vdtsS..:.,ri.h4uke� a.. -. COMMENTS: /) v9 6 ,,fir, l i 7 1 `/ c l e - y k--e: " e_ 4? 7, / / " -' --& » Date called: 4- r)R -00 ,S / ,�—,04 „,) K e -�G U -- S/...f, '/' i- ,..--,s/ Date wanted: a.m. R s Oq ,// r ! ‹.0 cS 6, // Phone: r- : ,ncvo Lini 4 ""- -,- 6 C 'e-t )4 , t ( le 4 0 ,0 c's / fi fd> r�, xf P'ec.v ICJ , c J e _/-7,,- - / L f 6?-0=71 l )--) tt/ 1/4 - - - - / - / / - ( 9 ( ‘ ( S 4 SI, /.'"77 I .... „iiiv, I .aor Ai Jv 0' , U. ( /)-, e k'./ p'�. ?qc Project. DIP-( GA Type , Insp : ec 'on , cxx Ak -vn\k Address: I. ?) On \n-trh(f\Au. Date called: 4- r)R -00 Special instructions: UtLJ: l e s\,.& Date wanted: a.m. R s Oq 4C Requester: dOk Phone: r- : ,ncvo Lini 4 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 Approved per applicable codes. Corrections required prior to approval. Inspector: 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: ectl_ (c--AfA ( Ty of Inspection: , t i 1 1 _ ‘c A \ X \ t 00.1t / 1 Or Address: Z 0° ) b I i ukevit) Date called: t i - S pecial instructions: Ot).-I' \ 9 vr 03/cd t hv- Date wan : a.m. I-. / P.m.." Requester...TT 1,kft Phone: , eis16 A An (a an r 4 A6,11.1.1.4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: PW•3 9 -ele. lnspe . Date/ J $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: Project: li SAE l6, Ty e if Inspection: 1:''✓ (Cl..m Address: _ \ DO rb ir, Av3 Date called: 1 - U Special instructions: , Date wan ed: ei l - -1 _9 1 a.m. p.m. Regpes er: - e)fl P u (-tOYa , rd60 1 --b3-01 - 1 0 1 ,,' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: C'ociez~r, 501c-5 CoPte • P AISTY4 la 7 OA) Dat e( / 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: • • ' . • " Project Name .TA/7 ' t2 s . Address / 6 Authorized Signature C ity of Tukv.la. John W. Rants, Fire Department Thomas P. Keefe, Fire Retain current inspection schedule Needs shift inspection N Approved without correction notice Sprinklers: Fire Alarm: .1) i Hood.& Duct: Halon: 41 — Monitor: rf o/ /if (L7/7 J (-- Pre - F ire : Permits: .!) 6 TUKWILA FIRE DEPARTMENT - /-) 9 02 FINAL APPROVAL FORM 2 Approved with correction notice issued Permit No. opc e2&-2.f.) c He) Suite # / Date' FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 575•4404 • Fax (206) .57 I V A R Y & A S S O C I A T E S OUTSIDE FACE OF E)a. WD. STUD WALL OUTSIDE FACE 5 OF CONC �, I5/32" CD -PLY 13) 4 5 GOVT VARIES SEE CIVIL /ARCM'L 3 3/4p • i' -e" , k`P' rg ao /wAture.Lgua-_ 'CO�Wll r W RECEIVED FEB 17 2000 COMMUNITY DEVELOPMENT I/2 "+x 8" MIK DOLTS • 24" o.a (TYP.) e �F � © 5 SLAB ON GRADE (SEE PLAN) ' WATERPROOFING SEE ARCN'L DWGS. 4 SPECS. 14 �a.c� 2400.6. � G>. b FOR DELOW SLAB -0 �L. B Lamy. • I II' TYPI r1' PERI ETER FOOTING ; IzevIsIGN 1= rra. AIL- WARY & ASSOCIATES ARCHITECTS • 5661 UNIVERSITY WAY N.E. • SEATTLE WA 98145 • PH: • (206) 5254020 • FAX: 525 21 .-mail: ivary®"wlink.com : CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA. 98188 TRANSMITTAL Plci-O2 e6 FROM: A. THOMAS PULFORD PHONE 206 433 0179 EXT. 1644 FAX 206431 3665 Date: O (-22_ - 01 OFFICE E-MAIL tukpweng.ci.tukwila.wa.us PERSONAL E-MAIL pulford@halcyon.com HAND DELIVER: MAIL: FAX: TO: 0 C D ' 17\ G/00902r- RE: r'i7 Cfl - o2�; C)11).-.10z66 i ver, 02_80. ENCLOSED: COMMENTS: 6 f.,0 fPft-etk St 1Ai. obi,Victiop.L cutx 1 1117 , ".• SHEET OF rim JAN 23 nni BUILDING DEPARTMENT Landau Associates Environmental and Geotechnical Services Mr. Tom Pulford City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, Washington 98188 RECEWED JAW ! 0 9001 — TUKWILA - PUBLIC WORKS RE: SUMMARY OF GEOTECHNICAL SERVICES DURING CONSTRUCTION CITY OF TUKWILA CREW BUILDING PROJECT TUKWILA, WASHINGTON Q'ROr 1791 —02' ',, o Z8$ o Los 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 @landauinc,com Fihnr,nrk Portland Spokane Tacoma FOUNDATIONS A representative of Landau Associateis 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. SLAB SUBGRADE PAVEMENT SUBGRADE CLOSURE 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: PROJECT' 457 .201REV_crew_bidg_const_lin.doc LANDAU ASSOCIATES 2 Attachments: Field Reports No. 1 through 9 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. LANDAU ASSOCIATES, INC. By: Edward J. Heavey, P.E. Senior Engineer 01/08/0T IAPROJECTI457 bicia_const_tin.cbc 3 LANDAU ASSOCIATES 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 Prepared By: Ed Heavey Onsite — 9:45 am to 10:30 am. 12/15/99 I :IPROJECT4571002.101FleidReport. No2.doc 12/15/99 I: PROJECT1457W02.1CF1e dRepon.Nol.doo Weather Conditions: Cloudy, with Light Rain, 50's 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. Visitors: none Unsatisfactory Conditions & Recommended Correction: none Attachments: 1 Distribution: Tom Pulford, Tim Clemens Signed 1 Field Report Report No.: 1 Date: 12/8/99 • Landau Associates Landau Associates Environfilental and Geofechnical Services Project No.: 457002.20 Client: City of Tukwila Location: Foster Golf Course Weather Conditions: Cloudy Prepared By Ken Gill 12/15/99 IAPROJECTA571002.10TieldRepor4No2.doc 12/15099 IAPROJECIN4571002.101Fl4dRepottNo2.doc Project Name: City of Tukwila Crew Building • 1 Visitors: none Unsatisfactory Conditions & Recommended Correction: none . • • ..' • •;": Report No.: 2 Date: 12/13/99 Field Report 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 #4,06-48-85 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 Attachments: Density Test Results Distribution: Tom Pulford, Tim Clemens Signed Landau Associates Attachment to Report No. 2 Compaction Testing Project # 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 6.4 Max Dry Density 140 140 % Compaction 95.7 96.3 Results Pass Pass Maximum Dry Density = Optimum Moisture Content= 140 pcf 8% I:\ Project\ 457\002 .10\FieldReport.No2.DensityTestsl 2/16 /1999 Project CiT'( OF TUI4.w1�A C1 61.04. Job No 4 5 1 " 2 2-0 Location F41''''''''( GOLF (°VR.5 k' ) Client Date 12_ II'' qq Weather Conditions Prepared By Kwl, 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.) - 0 10:ic Tv 12' oo 47 74 2E vEsi ar= TR GiTr WE 6°rtYLk11 A 5 rrE VfsfT F 71 PvRPOS- OF -1- (/J6 Fe0r7Alb 6 /leK Ft Li-. 0/3 SotlrVj T i?.,.' GLF"�`n EN 5 Pt-A -I Ni ; Z '` SC av M4c1 2 I M- w I 17RA•c- f v 1= i vp Co rn PArc -ri N & INtf}j i5iVP-iC�'T • iN. 51v 4-0 R-N0YL of r3v�r. o (NI • (-� I ' L I Pr S ) - 0o 3 cEVsiir DES7S ( A 7T1cV*4'rD), ON'6 TEsr ( -rL==, ' © ) 4A i f. 6"7) . r °ivtn N'r'r2 EA CA- ✓igrrE0 A (—M L J SEc1 t n/ 0 owfv 1 FT 7D C)z -v6H O ►sot <• TP.Ac.-HI PI-A-c 2" Sr fin/ vvvkl—'Y-( Al, IN I 'Pr i-IFT ANh ro rAPP - rte?' wtl r- }z,E Pm( f <. CO L,L 'YO D elsISIT; ill, D IN t'( IN (Tr , . Willi P46YYNi, NETS. (3As66 ON OUR. Opt Ni I N 7 4 ,32V.ivtmi •FfLL I iS e ( N6 GomPAre rb 7 rnEOUI AP$ OF 11-4-E - G T S rEL I t c /rfl o N S• Visitors To r^ P Ul.Foxb Unsatisfactory Conditions & Recommended Correction Attachments (i) Ill -krvi. Lo(V0 2 A ( - 11 bN 'f�'Z(f D • • 2 ,4IAP OF T L•d <A Distribution Tom PUI_Rnt -r? 1 1 HO G1 -W EN Signed IAN GL Landau Associates. Inc. Edmonds. WA (206)778 -0907 Field Report Report No Page I of ._ TEST NUI.WER I 2 3 4 5 u 7 0 9 10 STATION OFFSET ELEVATION I . MODE a DEPTH Sore. / 6" Wt.( 6" Sot!. /6 I Soir. /6‘ DENS. CNT. C 143.0 149 -& /42.5 (44_ ' WET DENS. -- . WET DENS. MSTRE. CNT. MSTRE. CUT. MOISTUIIEffi 10. 8 1Z.2.. 19./ (I- I I —. DRY DENS. 13 7 2. 8.2 137.4 8.9 1ZV. <{ 11. 133. 3 .3 DRY DENS. % MOISTURE STD. DENS. 140.0 14 O .c 14o. o 140.a MOISTURE OPT. MSTRE. 5T0. DENS. % COUP. 44.4 as. I 9.1. "7 q t S OPT MSTRE. MSTRE CORR. p j7 F P T COMP. TEST NUMBER II 12 13 14 15 16 17 IB ' 19 20 STATION OFFSET ELEVATION I MODE © DEPTH DENS. CRT. WET DENS. MSTRE. CUT. MOISTURE DRY DENS. MOISTURE 5T0. DENS. OPT MSTRE. T COMP. MSTRE. CORR l 5 rANDRRD COUNTS REMARKS: DENSITY MOISTURE i T if -- �C'-T( 'T or . � Vv,„„ = 0 NUCLEAR COMPACTtr TEST DATA AT-r AT A‘-r-frIALivr 4 PROJECT CREW 13L-0t. JOB NUMBER 457007 20 DATE IZ TAKEN BY am' itiOr i Aii z Tel(' ; FA%Lev , cumneaum n i kEnhove»(! Ana) RH°t.AcH) ' fl4 1 5A- Mkrect A ` I 1% © of A Lo WOG tO r ____. i 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 LL ItiJD • Amoy izOsm' if t . rL. T LOc.4 Ti .% 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. epp 1 s • 1/5/00 I:IPROJ ECM57W02.101FieldReport.No2.doc Visitors: none Unsatisfactory Conditions & Recommended Correction: none Attachments: Density Test Results Distribution: Tom Pulford, Tim Clemens Signed 01/05/00 I:IPROJECM571002.101FI.IdRepon. No3.doo 1 04,,P,09 c r, ✓ Field Report Report No.: .3. it Date: 1/4/00 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% 1:\ Project \457\002.10\Field Report_No3_DensityTests0l /05/2000 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 I 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: • Field Report Report No.: 5 Date: 1/18/00 Unsatisfactory Conditions & Recommended Correction: Attachments: Site Sketch & Compaction Test Results Distribution: Tom Pulford, Tim Clemens Signed ■ h Vc y 42 G`1 g. 01119/001:1PROJEC 457 1 Landau Associates LANDAU ASSOCIATES. INC. Fnvnrywlwp lal aiwl Gootechmcal Services B CrtA.Wt( Date Checked By (J/ :_.__ Date Project LLLY. or Subject _�. p • Project No. ` S: ?COL lo Sheet Z oI r�NAT 4+5 c - lj; -oa. • Vigo,- D J 151 F8.O1wPaa ill 98 Attachment to Report No. 5 Compaction Testing Project # Date Location City of Tukwila Crew Building Slab Subgrade 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= 457002.20 01/18/2000 Page3of3 1:\Project\ 4571002. 10\FieldReport_No5_DensityTests0l /19/2000 1 2 3 4 5 .6 8 8 8 8 8 8 134.0 128.2 126.6 128.4 135.5 135.6 14 138.1 137.3 136.2 144.7 144.8 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 140 pcf 8% Note: Tests Nos. 5 and 6 taken after slab subgrade re- rolled Landau Associates Environmental and Geotechnical Services Project No.: 457002.20 Client: City of Tukwila Project Name: City of Tukwila Crew Building Permit # 099 -0285 Location: Foster Golf Course 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. 02/10/00 I.'1PROJEC1 4571002.101FRPT6.doc Visitors: Unsatisfactory Conditions & Recommended Correction: Attachments: Compaction Test Results Distribution: Tom Pulford, Tim Clemens Signed e tzc LK-) V-- 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 Maximum Dry Density = Optimum Moisture Content= South footing South footing West footing West footing West footing 133.5 136.3 136.4 134.2 132.8 145.5 145.2 144.2 141 6.7 6.5 7.5 6.2 137.5 137.5 137.5 137.5 99.1 99.2 97.6 96.6 Pass Pass Pass Pass 143.1 7.2 137.5 97.1 Pas Page 2 of2 137.5 pcf 7% 1 2 3 4 1 Landau Associates Environmental and Geotectinical 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 • • •, • 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. CAebi 5vIt_17046, 5/9/00 IAPROJECT41571002.10\FieldReport.050800.doe • • ' 05/09/00 1:1PROJECT\4571002.1071aldRaport.060800.doc Silep A • S • f-- rvEL 151-A NC Visitors: none Unsatisfactory Conditions & Recommended Correction: none Attachments: Summary of Field Density Test Results Distribution: Tom Pulford, Tim Clemens Signed 1 Field Report Report No.: 7 Date: 5/8/00 C Landau Associates Test Number 1 2 3 4 5A 58 6A 6B Wet Density 135.1 133.3 138.2 131.5 132.8 134.0 136.1 129.9 Dry 128.5 126.3 131.1 124.3 126.0 126.5 128.5 122.9 _Density % 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 9206 118 0805 Landau Associates Environmental and Geatecrnical Service, Project No.: 457002.20 Client: Foster Golf Course Project Name: Foster Golf Course Location: Tukwila, Washington Weather Conditions: Partly cloudy Prepared By: GC! 15 :45 GCI left the site. Vi sit o rs : Attachments: oeaaroo S'ASHARLDOC4571002■1001PTJunaalrldec LANDAU ASS0CIATFS INC Distribution: Signed 1 Field Report Report No.: 06/23/00 13:14 P.002/005 Date: --settee c. fi lob 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). 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 5N5B and 6A/6B 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 (5B and 6B). The results of the tests are listed in the table below. Based on the percent compaction readings obtained, GCI collected a representative soli sample for additional laboratory analysis. On June 20, 2000, GCI performed a one -point proctor test on the soil sample. Test results for the sample indicated an optimum dry density (after rock correction) 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. - • - Please refer to a copies of the field and lab tests attached herewith. 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- 1 T( OF 1 (L C gel,/ (t47& Job No 45tfOz.z o Location Fog 7E1? Got, Covt ' G(Tr OF 'rVKwrt Date t i" 8 / Clierit Weather Conditions PAir✓ Prepared By l <` 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.) -- -- aNs(rE 5 %30 - V : pm Ar " ++ R.av =sr CF I Gt-sw1EN 5 (CMNTPACrO.Z) T ARizW4/ ) AT T(4 6 ( r 01 T PV/2179 S ;< of - . a o lrL.' - TI 07 004 vir 1'FS 1 S OW ¶(-4 1 PArepN6 L. vi Mivi -A9 r: _ cl OVT\, aV 11- G iNi >jvl_n r nib . THK 00%/51; r Its ti mei 174 PR o T ( r Or- 95•4 OF ' V (F . T - 5vI36. tv..Ar - k.A 4P.' m A VN Yl & D r ev b ,4 ivCI 5l/ 17' -gc-E Fo1Q 5 vPPorz -g Nb Eat/ 1 P yr &-ry T A - - 7 2e r r c. 4_04-t' , 77.11.= _DENS (TY 7'Sf ic-s U S , 9A'D APPRoy tMA-r� Loc. Aft oNs /k'rrE S14 - n/ tL - z o w . TLsr I z 3 SITt f'c.A -k/ PP 132 6 /33. 130. } A/O .54A-r-L t A-PPM Mn 13$. 141. r ".. /14 Y' 1 4.2., ?.. 3- 6. / Y. in 4.7 S• 7- 5.3 Wz&J 13Vlo+ N b $+4-7 ph' 13 .7.0 137.5 1374. A 'h112 96.4- 94.1 95 / Pig" PA -15 - AV Pa 91 0— ti 13 APPrzax t m A - r g D N4crY T 5 Visitors 1101IE Unsatisfactory Conditions & Recommended Correction IVON- Attachments = Distribution Signed- 6/4 'Landau Associates, Inc. Edmonds, WA (206)778 -0907 Field Report Report No g Page t of .L_ Date Test No. Test Location Depth Below Final Grade (ft) Soli Type Field Dry Density (pcf) Field Moisture Content ( %) Compaction ( %) Comments - -00 1 A$b ✓6 G12o1fNt7 SOPA% f-Als/K SP 13 2.5 5.& 9.6.3 704•45( (3 . . 5 5-3 -Oo Z 5H-ED f3, RLooR SLA►3 Sv(36rLACE SP IS1.41 5. b I 1 ?.? Wert = -Y. 5-5 3 50 4 l=oam SI-Ar3 svr;6r2gh` sr X32.2 5. %a 1 1 o LANDAU ASSOCIATES, INC. Edmonds, WA (206) 778 -0907 FAX (206) 778 -6409 Job No. S7- 002- ;v Summary of Field Density Test Results Project Ci GREh/ 13 114 FROM : 'OTTO ROSENAU 8 January 2001 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project Foster Golf Maintenance Permit Number: D990285/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, O ROSENAU & ASSOCIATES, INC. '4 , L X/rill/Le i' � ` L. Parvin Report Manager JLP /jp cc: City of Tukwila Public Works, Attn: A. Thomas Pulford FAX NO. : 2067232221 Jan. 19 2001 02:24PM P2 OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing ' 6747 91. King Way`South, Seattle, Washington 98118 -3216 Tel 725 -4600 • Toll Free :(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory x Owner x Contractor x Architect x Buildirn Dept. x Engineer • Report Number: 002 Inspection Performed: Project: Address: Client: Contractor. Inspector and Date OTTO ROSENAU & ASSOCIATES, INC. 1. 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.ottorotgq iizom . WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory lit CEIVED CONSTRUCTION INSPECTION REPORT Concrete- Cancel Foster Golf Maintenance 14000 Interurban City of Tukwila Public Works Clements Brothers, Inc. A. Wycoff (AAR) On site to inspect reinforced concrete. Canceled. 6 -30-00 Copies to: `Permif Number: Job Number: Architect: Engineer: Inspection Results Reviewed by: Page 1 of 1 D990285/D990288/D990289 99-672 Wary & Associates PWA Engineers, Inc. JUL 2 5 2000 PUBLIC WORKS ,c et 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. 4 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: J 013 j Permit Number: ) 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 f 60 ( , 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# 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 tbs. /gal): 32.5 Gal l 28.29 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: Com • ressive Cast Samples: - Weather: i Raining i Slump Range: 14 " -5" Date Samples Picked Up: j 6-9 -00 • Comments Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sg.In.) 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 I ASTM C109/109M 4* Com • ressive X - Flexural T Conforms 1 x Does Not Conform OTTO ROSENAU & ASSOCIATES INC. Cons4ruction 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 WSE W2F5913684 • WABO.Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms Does Not Conform is Copies to: 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: I 99-672 ( Report Number: 1 013 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 1 60 1 , as specified, from Birmingham and Cascade Placement Data - - -- Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /Il 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 (Ibs. /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: ] 4 " -5" Date Samples Picked Up: i 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 s �� •� t 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 • WABO Registered Agency • A2LA Accredited Laboratory •� 21, • CONCRETE REPORT TEST RESULTS Conforms I x 1 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 Inspected the resteel and placement at Job Number: I 99-672 I Report Number: I 012 j Permit Number: I D990289 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 I I , as specified, from 6x12 Placement Data --- Batch Weights Supplier: Miles ` Cement (sac iutypeAbs.): I /li 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'/z 73° 70° 999 0501997 Cast Samples: Compressive Cast Samples: _ Weather: I Clear and Sunny 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 A• -r Compressive X _ Flexural Conforms I x Does Not Conform 'Discarded Copies to: OTTO ROSENAU & ASSOCIATES INC. Conttruction Inspection & Material Testing ra• ; r 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:corr WBE W2F59 y3684 • 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 . '� i : PU _I : it�_ r,:\ l Conforms I x I I Does Not Conform 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%2" 73° 70° 999 0501997 Cast Samples: . Compressive Cast Samples: - .. Weather: Clear and Sunny Slump Range: 14 W - 5 1/2" Date Samples Picked Up: I -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 I 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 • WABb Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms I x I Does Not Conform I 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: I 99 -672 1 Report Number: 1 011 I Permit Number. I D990289 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 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/tbs.): I /li 517 WJ /C Ratio: Mix Number. 0155A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 4'/" Aggregate (size/lbs.): 1860 7/8 6x12 Total Yards Placed: 46 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 28.31 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 20 4'/2 60 56 015 495399 Cast Samples: Compressive Cast Samples: - Weather: I Sunny Slump Range: 13 i4 - 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 I 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 t . = ; • Tel:(206) 725 -4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Websife:'www.ottorosenau.com WBE W2F591 .684 • 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. 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 /lI 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 j, 20 4 58 55 104 493565 Cast Samples: Compressive X Cast Samples: _ Flexural Weather: I clear Slump Range: 1 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: OTTO ROSENAU & ASSOCIATES, Construction Inspection & MaterialTesting 6747 M.L. King Way South, Seattle, Washington 98118 -3216 APR !f G�� Tel:(206) 725-4600 •Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com l.' . WBE W2F5913684 • WABO.Registered Agency • A2LA Accredited Laboratory � j �i 1 "`i LA F_si_,t, V. OPKS CONCRETE REPORT TEST RESULTS Reviewed by: Conforms J x I Does Not Conform iz 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 Budding Dept. x Engineer Engineer: PWA Engineers, Inc. n n r, . ?OCT. lient: City of Tukwila Public Works Job Number: 99 -672 Report Number: 010 Permit Number: E D990285/D990288/D99 t b 1i— , '>...' 4..... d 'tl ..,. 1..... Project: Foster Golf Maintenance Architect: Wary & Associates Address: 14000 Interurban Engineer: PWA Engineers, Inc. n n r, . ?OCT. lient: 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:"Cdntractor'4iret'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 /1I 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 Sam ple 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: I 4 - 4 /2 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 - ASTMC78 ASTM C 109/109M Compressive X Flexural I Conforms J 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 W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: Conforms ( x J Does Not Conform ( . / • ,cra.e-7(..eef 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 I Report Number: I 011 T Permit Number: I D990289 Test Date 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: 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 Cemen (sack/type/lbs.): I /II 517 W/C Ratio: Mix Number. 0155A Sand (lbs.): 1290 Admixtures (specify) Max Slump Allowed: 4'/2" Aggregate (size/lbs.): 1860 718 Total Yards Placed: 46 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 20 4'/2 60 56 015 495399 Cast Samples: Compressive Cast Samples: _ Weather: I Sunny Slump Range: 13'/ - 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 I Does Not Conform Copies to: 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 W2F591;684 • WABO'Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Reviewed by: onforms I x I Does not conform , ; • • c . 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: 010 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 -29 -00 Inspector: D. Reid • 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.): UIl 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.): 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: J clear Slump Range: j 4-4 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 J 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 W2F5933684 • 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 1 Conforms J x - 1 Does Not Conform I x Owner x Contractor x Architect x Building Dept. x Engineer Architect: Wary & Associates rl iZ. Lot= l; V t.:. :. L� ; Address: 14000 Interurban Job Number: 99 -672 Field Cure Report Number: 009 I `Permit Number: D990285/D990288/D99 0289 Max Load (Lbs.) Strength (psi) Project: Foster Golf Maintenance Architect: Wary & Associates rl iZ. Lot= l; V t.:. :. L� ; Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. , A r „ 1 . ,, Date: 2 -22 -00 28.26 Inspector: R. Bogle 01/1" A. ' f -`-' M 123,910 4380 Inspected the resteel and placement at • column base "crew building" line C at 3 thru 5 fines and shack•fotint} and walls line A to B and 1 to 2 and second building C to E and 846 4 tfries . Rear per approved plans and specs. Permit # for shacks Resteel is grade I 60 I , as specified, from Birmingham Placement Data Batch Weights Supplier: Miles ASTM C 78 Cemen (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 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 (Ibs. /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: Cast Samples: 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 1 Conforms 1 Does Not Conform ies to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & MateriafTesting 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 1 Conforms j x I 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: I 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 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 (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 (lbs./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: j 4 Date Samples Picked Up: i_ 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 J Conforms i x Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. Consfruction Inspection & Material 6747 M.L. King Way South, Seattle, Washington 98118 -3216 p f r" • Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottor au,cbm �' �� } WBE W2F591 684 • WABO'Registered Agency • A2LA Accredited Laboratory F1 f r 1 r, , , , ts.,!: C LtsLci Copies to: *Discarded CONCRETE REPORT TU: -i .� PUELIC 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 J Conforms J x J 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: 008 • Permit Number: 0990285/0990288/D99 0289 . ri itr:r%1=11'VEin . Project: Foster Golf Maintenance - Architect: Wary & Associates ti U .,......„,..., ,........ .., Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor. Clements Brothers, Inc. r ER 2 9 20(111 Date: 2-10-00 Inspector: C. Bechtold - . • , v\rr twIy -- Inspected the resteel and placement at I middle third of eastern 1/2 of maintenance shack slab on grade- rf I ...' :,1. 7-: NIT 29.85# Resteel is grade I I , as specified, from I Placement Data . Batch Weights Supplier: . Miles . Cement (sack/type/lbs.): I/II 517 WIC Ratio: Mix Number: 01550 • Sand (lbs.): 1430 . Admixtures (specify) Max Slump Allowed: 5 Aggregate (size/lbs.): 1860 7/8 .25% Ca.C1. Total Yards Placed: 30 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): • Required psi (ft): 3000 Water (lbs./gl): hot 33 ASTM C 109/109M . . . Sample Data • *. Yards . Slump Air Content Concrete Temp Ambient Temp • Truck No. Ticket : t='• No. ' Cast Samples: 1-4 10 4 % 68 39 42 491382 Cast Samples: Compressive X , Cast Samples: . Flexural .. . - Weather: I sunny Slump Range: I Date Samples Picked Up: I 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 , - I Conforms I Does Not Conform . 2.■t • • ...*. -....... .......... • Conies to: OTTO ROS & 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: This wort 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 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: 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 . 1 middle third of eastern 1/2 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/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' 1/2 68 39 42 491382 Cast Samples: Compressive X Cast Samples: Flexural _ Weather: 1 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 1 Conforms I x Does Not Conform *Discarded Copies to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & MaterialTesting • R E`E.,fE,E) 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) 07T0.4 -US • Fax:(206) 723.2221 • Website: www.ottorbeniu.cbm i 20g3 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory ' i UKW?L4 CONCRETE REPORT PUE_IC WORKS TEST RESULTS Reviewed by: ontorms I x I Does Not conform C .:'1• - 1'7.. � /• i j / 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: 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 113 of east section of crew building 30.07# Resteel is grade i I , as specified, from 4560 Placement Data Batch Weights %•:., • : Supplier: Miles Cemen (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. /gal): hot 18.8 gal. ASTM C 109/109M Sample Data Yards Slump • Air Content Concrete Temp Ambient ,Temp Truck .. . No. " -` - ;•Ticket I: =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: (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 1 Conforms 1 Does Not Conform Copies to: OTTO ROSENAU & ASSOCIATES, INC. C Construction Inspection & Material Testing ;,= E E li V E D 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.otidrbr WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CC;, IMUNIT t E_ YjENT CONCRETE REPORT TEST RESULTS Reviewed by: Page 1 of 1 Conforms ( x I Doss Not Contonn I 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. x Owner x Contractor x Architect x Building Dept. x Engineer Architect: Wary & Associates -r -'., 11 ' r 7 - 7,L); Address: 14000 Interurban Job Number: 99 -672 Field Cure Report Number: 007 Permit Number: D990285/D990288/D99 0289 Max Load (Lbs.) Strength (psi) Project: Foster Golf Maintenance Architect: Wary & Associates -r -'., 11 ' r 7 - 7,L); Address: 14000 Interurban Engineer: PWA Engineers, Inc. Client: City of Tukwila Public Works Contractor: Clements Brothers, Inc. Date: 2 -4-00 28.25 Inspector: C. Bechtold IYINR 1 4 1LJUll 128,710 4560 Inspected the resteel and placement at ' I slab on grade north and south 1/3 of east section of crew buildirig)MMUM 1 Y 2 1.1'r.:V tzt. - 'Mh N 1 Resteel is grade I I , as specified, from 28 Placement Data 28.30 Batch Weights Supplier: Miles 6170 Cement (sack/type/lbs.): I /lI 516 W/C Ratio: Mix Number. 01550 3 -3 -00 Sand (lbs.): 1542 Admixtures (specify) Max Slump Allowed: 28.30 Aggregate (size/lbs.): 1842 7/8 41.6oz Calcium Total Yards Placed: 69 ASTM C 109/109M Aggregate (size/lbs.): 4* Placed Via: pump Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (fc): 3000 Water (lbs. /gal): hot 18.8 gal. 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: Cast Samples: Weather: I sunny Slump Range: I Date Samples Picked Up: 12 -5 -00 Does Not Conform 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 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 *Discarded Copies to: 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. 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 - Archtect: 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# Resteel is grade I_ I_ , as specified, from 3750 Placement Data __. Batch Weights 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.): 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 I Conforms [ x Does Not Conform OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 t t"'°'` ~'° NEE) E) Tel:(206) 725.4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723-2221 • Website: www.ottorof29au.co WBEW2F591 .3684 • WABO Registered Agency • A2LA Accredited Laboratory ( ItAl .2000 i�� CONCRETE REPORT TU PUSLIC VvORKS • Discarded Copies to: TEST RESULTS Reviewed by: Page 1 of 1 on arms I x I Does Not Gontorm 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: 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# Resteel is grade j I , as specified, from 3750 Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I/II WIC 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 (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 ASTM C 78 ASTM C 109/109M Compressive X Flexural Conforms I Does Not Conform _ Copies to: OTTO ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing F 2, rivE(;- 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.ottooser au. 2000 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 COMMUNITY DEE\ELOPMENT 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: 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 • • . • . .......:-::::W'..4 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 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.): Placed Via: pump Aggregate (size/lbs.): • . Vibrated: mech Fly Ash (lbs.): Required psi (fc): 3000 Water (Ibs. /ga): . 275 • • ' Sample Data Yards Slump. Air Content Concnt Temp Ambient - 'Tamp ... • Truck ..:; No. ` _ • ' ,`# No: ` Cast Samples: 1-4 10 4'% 56 40 22 489430 Cast Samples: • Compressive _ Cast Samples: Flexural Weather: I cloudy Slump Range: 1 4'/4.5 Date Samples Picked Up: I .1 -22 -00 • • • Comment . ;`d 1*,;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 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 Doss Not Conform ; Conies 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 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Conforms Does Not Conform Reviewed by: C ` " ° - %� ,:; ce 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: D990285/0990288/099 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 I_ 60 I , as specified, from Birmingham • Placement Data • Batch Weights Supplier: Miles 1 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 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 1/z-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 OTTO ROSENAU & ASSOCIATEShklvED Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 E 2 0 00 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723.2221 • Website: www.ottorosena�r.E,o�t\NI WBE W2F5913684 • WABO.Registered Agency • A2LA Accredited Laboratory PUBLIC WORKS CONCRETE REPORT *Discarded Copies to: TEST RESULTS Reviewed by: Page 1 of 1 Conforms I x I Does Not Conform el 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 B u�g Dept. x Engineer Architect: Wary & Associates 1 Job Number: 99-672 Report Number: 004 Permit Number: D990285/D990288/D99 0289 Weight • ..�... " 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. 28.77# Date: 1 -13 -00 Inspector: B. Robertson ASTM C39 X Inspected the resteel and placement at . 14 foot retaining wall east of crew building to equipment shed Resteel is grade 1 60 1 , as specified, from Birmingham Placement Data Batch Weights Supplier: Miles Cement (sack/type/lbs.): I /lI 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.): 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 % 54 44 050 0488583 Cast Samples: Cast Samples: Conforms I Does Not Conform ' 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 ASTMC78 ASTM C 109/109M i 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 • A2LA Accredited Laboratory CONCRETE REPORT Copies to: TEST RESULTS Reviewed by: Conforms I x I Does Not Conform • l 00 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 11)990285/D JeL1C WQ fl;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 • • Inspected the resteel and placement at • 14 foot retaining wall east of crew building to equipment shed 28.77# Resteel is grade 1 60 J , as specified, from Birmingham Placement Data . ._____ . Batch Weights Supplier: Miles J 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 1/2 54 44 050 0488583 Cast Samples: Compressive X Cast Samples: ' Flexural • Weather: J overcast Slump Range: J 4 +/- 1 Date Samples Picked Up: J 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 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 J Conf orms 1 x 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. r//4/4���se � u.com �• :. 4 y ,9�7 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laborat r7t 4„ 9.1'P'� CONCRETE REPORT rscarae 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 FEB 2 2 2000 Conforms I x I Does Not Conform c ^•. • 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 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 % 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 (Pc): 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: 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 ASTMC78 ASTM C 109/109M Compressive X ' Flexural I Conforms 1 Does Not Conform OTTO ROSENA.0 & ASSOCIATES, I'NC. 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 Conforms I x I Does Not Conform I • Cop ies to: Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Repr RECEIVED except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 e; c 'c ,'iY• /. i' C ' -Gt/ 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 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 (t'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 30 4 54 45 104 0488241 Cast Samples: Compressive X Cast Samples: • Flexural Weather: I cloudy Slump Range: j 3 Y2-4 Date Samples Picked Up: 11 -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 ( Does Not Conform • Coles 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,p684 • WABO'Registered Agency • A2LA Accredited Laboratory,' CONCRETE REPORT TEST RESULTS • Conforms I x I Does Not Confo Reviewed by: Page 1 of 1 • . •.•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. 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 Report Number. 001 Inspection Performed: SSENV Project: Zany Brainy Permit Number: 0990293 Address: 17396 Southcenter Parkway Blvd... Job Number: 99-676 Client: Mitchell Contracting Architect Contractor. Mitchell Contracting • Engineer: Inspector • and Date Inspection Results 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"' edition. Certified WABO welder Ray Muniz, exp. 4 -1 -00, MUN17 -1948. • Coples to: CONSTRUCTION INSPECTION REPORT Reviewed by: Page 1 of 1 RECEIVED JAN 11 2000 C \I i Y DEVELOPMENT 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 finn is strictly prohibited. Owner x Contractor Architect x Building Dept. Engineer 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 Report Number. 001 Inspection Performed: SSENV Project: Zany Brainy Permit Number: 0990293 Address: 17396 Southcenter Parkway Blvd... Job Number: 99-676 Client: Mitchell Contracting Architect Contractor. Mitchell Contracting • Engineer: Inspector • and Date Inspection Results 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"' edition. Certified WABO welder Ray Muniz, exp. 4 -1 -00, MUN17 -1948. • Coples to: CONSTRUCTION INSPECTION REPORT Reviewed by: Page 1 of 1 RECEIVED JAN 11 2000 C \I i Y DEVELOPMENT 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 finn 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/D9902881D99 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: 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 1 , as specified, from Birmingham 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 ASTM C 78 Total Yards Placed: 38 Aggregate (size/lbs.): Placed Via: pump Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): - Required psi (fc): 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: 1 Slump Range: I Date Samples Picked Up: 112 -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 Conforms I Does Not Conform OTTO ROSENA.0 & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 R t , ,,, ; • v �; y t r Tel:(206) 725 -4600 Toll Free:(888) 0TT0.4•US • Fax:(206) 723.2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory ; ;; ! ; CONCRETE REPORT t C.K :I..A PUB_sC ElrOrtKS TEST RESULTS Conforms x I Does Not Conform Cop ies 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 430' 99 -672 Report Number: 001 Permit Number: D990285/D990288/D99 0289 Weight Project: Ai:' 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 rested is placed as per plan, is dean and has correct clearances. _ 125,280 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: 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 Ash (lbs.): . 168,980 Required psi (Pc): 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: I Slump Range: I Date Samples Picked Up: 112 -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: 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 3684 • 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. Job Number: I 99-676 I Report Number: I 001 I Permit Number: I D990406 Owner x Contractor Address: 18161 Segate Dr., Tukwila. Architect x Building Dept. Date: 12 -17 -99 • Engineer • Inspected the resteel and placement at I rat slab for freezer addition Job Number: I 99-676 I Report Number: I 001 I Permit Number: I 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 I rat slab for freezer addition • Resteel is grade I I , as specified, from 7 Placement Data . Batch Weights . Supplier: Miles Cement (sack/type/Ibs.): VII 564 Sand (lbs.): 1210 W/C Ratio: Admixtures (specify) Mix Number. 036006 Max Slump Allowed: - Aggregate (size/lbs.): 1880 3/8 Total Yards Placed: 11 Aggregate (sizeAbs.): Placed Via: wheel barrow Aggregate (size/lbs.): Vibrated: • Fly Ash (lbs.): R : • uired ' si fc): 2500 Water bs./ ! - I :. 375 • Sample Data • Yards Slump Air Content Concrete Temp Ambient Temp Truck .. •No. ' 'No. . : "' Cast Samples: 1-4 2 5'A 59 45 48 456279 Cast Samples: X Cast Samples: • Weather: I Slump Range: I Date Samples Picked Up: 12 -20-99 • Comments Specimen Number Test Date Field Cure Age . (Days) Size (In.) , Area (Sq.in.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance 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 • I Conforms I Does Not Conform Copies to: OTTO ROSENA.0 & ASSOCIATES, I'NC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Vihshington 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 01A This except ti in full, without written the permission or a r firm is strictly the exclusive property of Otto Rosenau & A c r =11ap/oruuceo of this repot, JAN 11 2000 C'.'" ..v1UNITY DE: ._LOPMENT 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: 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 III UNSATISFACTORY, Colifirms present • SATISFACTORY, Coliforms absent REPEAT • E. Coll present ❑ E. Coll absent SAMPLES REQUIRED Ills Fecal present ❑ Fecal absent OTHER LABORATORY RESULTS TOTAL COLIFORM /100 ml E. COLT . A /100 ML FECAL COUFORM _ /100 ml PLATE COUNT _ /ml ANOTHER SAMPLE REQUIRED SAMPLE NOT TESTED BECAUSE: TEST UNSUITABLE BECAUSE: growth culture debris ❑ Sample too old • Confluent 111 Wrong container • TNTC • Incomplete form ❑ Turbid jj• Ijjji Excess • Laucks Testing Laboratories, Inc. r. 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 DAY YEAR TYPE OF SYSTEM •PUBLIC ❑ INDIVIDUAL (sarvas only 1 madams) NAME OF SYSTEM . c OF / ietit /fl TELE�PPH O f� DAY (7-I- EVENING ( ) SAMPLE COLLECTED.B : (Name) SY M OWNER/MGR.: (Dame) 6 ✓r7 exit / eXdP /u SOURCE TYPE ❑ GROUND WATER UNDER SURFACE INFLUENCE . ❑ SURFACE ❑ WELL or ❑ SPRING ❑ PURCHASED or ❑ COMBINATION , WELL FIELD INTERTIE or OTHER SEN}� R �/�pAnt a Full Nme C i e ) `t FERT P7 �l /i r, vf• Addr 7v and 1 / 5 , c •. , c.. of � ( 1 WASHINGTON I e/J ti"' SPECIFIC L N E SAMPLE COLLECTED " 01/4/A t L1Ew TYPE OFs'3AMPLE(check only one in this column) ❑ ROUTINE ❑ Chlorinated (Reeidual: _ Total _ Free) DRINKING WATER check treatment ❑ Filtered ❑ Untreated or Other ❑ REPEAT SAMPLE Previous coliform presence Lab # Date / / ❑ RAW SOURCE WATER Source # Q4IEW CONSTRUCTION or REPAIRS ❑ OTHER (Specify) ❑ Total Coliform ❑ Fecal Coliform REMARKS: SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS LAB NO. (7 DIGITS) a / G' DATE REPORTED (,/ g I.D. No.1 TJAAE COLLF e r ❑ AM Q`P IF PUBLIC SYSTEM, COMPLETE: 0 a II 0 LABORATORY: DATE, TIME RECEIVED /7/ COUNTY NAME /y CIRCLE GROUP B RECEIVED BY • 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER TO 1 W ILA - ) G i O 8Z COUNTY NAME 1.14-. C.e u t.11 83. STATE VA. B4. MAP AND PANEL NUMBER 3ooq I 1 85. SUFFIX 86. FIRM INDEX DATE 87. FIRM PANEL • EFFECTNEREVISED DATE / �A Ay 1( 1 i°15 B8. FLOOD ZONE(S) A f 4 B9. BASE FLOOD ELEVATION(S) (Zane AO, use depth of tooting) 18 R EC EVED NOV 1 3 2900 "qevaKs BUILDING OWNER'S NAME FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD'INSURANCE PROGRAM ELEVATION CERTIFICATE . Important Read the instructions on pages 1.7. For Imams Company Use: Poky Number Canparry NAIC Number 'r-r w I L.--•A BUILDING EET ADDRESS (Inducing Apt, Unit Suite, and/a 8 . No.) OR P.O. ROUTE AND BOX NO. I 3 ° 1 047 /I r2_14U ,4 . CITY _ 1G � I L � STATE_ (� kl, '+ PROP;RTYDE CRIPTION (Lot and Block Numbers, Tax Parcel Nirnber, Legal Desorption, etc.) • V I r- OO-F,00 -< ' BUILDING USE (e.g., Residential, Non—residential, Addition, Accessory, etc. Use Comments section it necessary.) /V\41 �? - �IJ • IATITUDErLONGffUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE ❑ GPS (Type): ( *4° • ripe • ok ' a 4#.#04#10) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. TITLE SECTION A - PROPERTY OWNER INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION D - SURVEYOR, ENGINEER, OR ARCHrTECT CERTIFICATION FEMA Form 81.31, 'UG 99 6EE REVERSE SIDE FOR CONTINUATION O.M.B. No. 3067 -0077 Expires July 31, 2002 ZIP CODE �e lee) 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in El ❑ FIS Profile ❑ FIRM ❑ Community Determined Other (Describe): 'U'V 5---r- 1311. Indicate the elevation datum used for the BFE in B9: iii.fcrGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes bwi No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Buikfing elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' J 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 buikifna . rovide a sketch or photograph.) C3. Elevations - Zones Al -A30, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AWAE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3ai below acco sing 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 0 or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference marts used appear on the FIRM? ❑ Yes No O a) Top of bottom floor (inducing basement or endosure) 1_1_. I ft.(m) O b) Top of next higher floor -- _'_ft.(m) — _ `n b O c) Bottom of lowest horizontal structural member (V zones only) _ft.(m) o 0 O d) Attached garage (top of slab) ; _ft.(m) E O e) Lowest elevation of machinery and/or equipment - — w i0 servicing the building _. __ft.(m) E O f) Lowest adjacent grade (LAG) 13 ,`1ft.(m) zm in O g) Highest adjacent grade (HAG) I S , `ift.(m) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade J 0 i) Total area of all permanent openings (flood vents) in C3)1 _ _sq. in. (sq. cm) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may bepunishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME UCENSE NUMBER 1 4 91 P A COMPANY NAME 1 V A R A -O ADDRESS G-651 V I ,4 ( z.. Tr W4� N CITY „ t + Le.. STATE (� J A, ZIP CODE 4s 0 5 SIGNATURE DATE I 1 , p TELEPHONE 2aa.• REPLACES ALL PREVIOUS EDITIONS COMMUNITY ; R • OW '3004111 __., - - .. ' ' PANEL NUMBER SUFFIX DATE OF FIRM INDEX /%4•1 g/, ii • ; FIRM ZONE A 14 BASE AO Zones. ELEVATION (In Depth) to 4 ,t The l/oodproofrng of non - residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation; however, a floodprooling design certification is required. This form is to be used for that certification. Flcodproo(ng of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow lloodproofed residential basements. The permitting of a fioodproofed residential basement requres a separate certification specifying that the design complies with the local floodplain management ordinance. BUILDING OWNER'S NAME STREET ADDRESS (Including Apt.. Unit. Suite. andlor Bldg. Number) OR P.O. RTE AND BOX NUMBER ' k ' I OTC O1.5CRtATtON (� a�I�NU . etc,) d CITY SIGNATURE Provide the following from the proper FIRM: Floodproofing Design Elevation Information: Building is floodproofed to an elevation of ...1 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 1 • 4f-'^ feet. (NOTE: for insurance rating purposes the building's floodpraofed design elevation must be at least one foot above die Base Flood Elevation to receive rating credit. If thebuikltng is iloodproofed 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 constn.scdon 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 ftoodproofed 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 information on this certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME WA".10 - TR PZ 1 UG 1 prl�- AOORESS a I N i s . A- FEMA Form 81.65, AUG 99 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM . FLOODPROOFING CERTIFICATE FOR NON - RESIDENTIAL STRUCTURES SECTION I FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION iI FLOODPROOFING INFORMATION (8y a Registered Professional Engineer or Architect) SECTION III CERTIFICATION (By Registered Professional Engineer or Architect) UCENSE NUMBER (or Affix Seal) M Co COMPANY NAME 1 /,4 -j A - �4Gir FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER STATE O.M.B. NO. 3067.0077 Expires July 31, 2002 ZIP CODE CITY STATE ZIP COOS LW--4 - DATE PHONE / /00 20(0 S ea s shoul• • - m de of i�` ficate for 1) community official, 2) Insurance agent/company, and 3) building owner. Replaces all previous editions F.056 (8199) COMMUtyj i NUMBER PANEL. NUMBER SUFFIX DATE OF FIRM INDEX FIRM ZONE BASE FLOOD ELEVATION �.. _. /�C_al F3 9 T7 P" �i l ,4-f 101 /qA 5 d t- 1 (l Zones. Use Depth) The fioodproofing of non- residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation; however, a floodproofing design certification is required. This form is to be used for that certification. Floodproofing 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 foodproo(ed residential basements. The permitting of a foodproo(ed-residential basement requires a separate certllication specifying that the design complies with the local /loodplain management ordinance. BUILDING OWNER'S NAME STREET ADDRESSIInclud 4C;4 pl. �mt. Sulte. and/or Bldg. NumOer) OR P.O. ROUTE AND BOX NUMBER OTHER DESCRIPTION (Lot and Blocx Numbers. etc.) 3 Oo -c3=741 CITY 1 rr p ')'U I f lA Provide the following from the proper FIRM: Floodproofing Design Elevation Information: I Building is floodproofed to an elevation of 1 I ' 1 Height of floodproofing on the building above the lowest adjacent grade is (NOTE: for insurance rating purposes, the building's foodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit. If the building is fioodproo(ed only to the Base Flood Elevation, then the building's insurance rating will result in a higher premium.) Non - Residential Floodproofed Construction Certification: / certify that, 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 tothe tloodproofed 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 fa /se statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME WA I I/tri - COMPANY NAME AOORESS SIGNATURE / DATE PHONE 11/ /oa 44(/ eo FEMA Form 81. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL F(.QOD INSURANCE PROGRAM FLOODPROOFING CERTIFICATE FOR NON - RESIDENTIAL STRUCTURES SECTION 1 FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION II FLOODPROOFING INFORMATION (By a Registered Professional Engineer or Architect) feet NGVD. (Elevation datum used must be the same as that on the FIRM.) SECTION III CERTIFICATION (By Registered Professional Engineer or Architect) LICENSE NUMBER (or Affix Seal) I Replaces all previous editions feet. Co ' should made of this ficate for: 1) community official, 2) Insurance agent/company, and 3) building owner. AUG 99 O.M.B. NO. 3067.0077 Expires July 31, 2002 FOR INSURANCE COMPANY USE POLICY NUMBER COMPANY NAIC NUMBER ZIP CODE ° 1 ° 0 18 ° 0 F.056 (8199) 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: Si Arnaud Girard Investigator Industrial Waste Program cc: Ross Earnst, City of Tukwila Doug Hilderbrand, King County owaco:.doc RECEIVED CITY. OF TUKWiLA DEC -31999 PERMIT CENTER N OV 1 5 1999 PUELf�C'�b Approval of Oil /Water Separator Design for the Foster Golf Course Maintenance Facility 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. Dpi - o°).05 p99• cosi3 Diggs- O November 2, 1999 Wayne T. Ivary Ivary and Associates 5651 University Way NE Seattle, WA 98105 City of Tukwila 1.2144I444.41 .Mt ........rr..r.- ••∎•y.r..mn.*IIYNO 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. of 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. Sincerely, Brenda Holt Permit Coordinator encl 404- xc: File No. D99-02850)99170288 D99 -0289 Don Williams, Director of Parks and Recreation 6300 Southcenter Boulevar4 Suite #100 • Tukwila, Washington 98188 • (206) 431 * • Fay (206) 4313665 �}1 October 13, 1999 Dear Mr. Ivary: Sincerely Brenda Holt Permit Coordinator encl City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 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 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. Liiteth 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 • CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Foster Golf Course 13900 Interurban Ave. 5. File #: D99 -0285 Crew Shop D99 -0288 Equipment Shed "B" D99 -0289 Equipment Shed "A" Date: 09/08/99 Reviewer: L. Jill Mosqu 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 D99 -0285 D99 -0288 099 -0289 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. 6. Where water and sewer lines cross, the water line must be at least 18" ABOVE the sewer line. Land Altering 1. Please provide separate Cut and Fill volumes in cubic yards. 3.. Provide an erosion prevention and sediment control plan per KCSWDM. The plan mu st 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. 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 D99 -0285 D99 -0288 D99 -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 dean 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. August 18, 1999 . 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 Dear Mr. Ivary: If you have any questions, please contact me at the Permit Center at (206)431 -3672. Wayne Ivary 5651 University Way NE Seattle, WA 98105 Sincerely, 4gind l Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0285, D99 -0288, D99 -0289 • r City of Tukwila Department of Community Development 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. 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. John W. Rants, Mayor 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. 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 DEPARTMENTS: Build Division 11 MAX' 1 °"44/ Public Works. l.l�Wl (LOM IA 4 TUES /THURS ROUTING: �rrr�ni� e.s C.o PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER 099 -0288 DATE 8 -19 -99 PROJECT NAME :FOSTER GOLF COURSE EQUIP SHED "B" Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter #1 Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved with Conditions ) — I Fire Prevention 14wc, Structural CORRECTION DETERMINATION: Approved Ii Approved with Conditions Il V'RROUT L DOC 5,99 Cesifvatujo ma,d2i REVIEWER'S INITIALS: REVIEWER'S INITIALS: No further Review Required DUE DATE 9-21-99 Not Approved (attach comer ments) 24- Plan j b Z( 4 t Permit Coordinator 11 DUE DATE 8-24 -99 DATE: DATE: Not Applicable n DUE DATE Not Approved (attach comments) 7 DATE: DEPARTMENTS: Bu'Idmg'Division Pus is Works PLAN REVI /ROUTING SLIP 1 UMBER. D99 =0 288 TE 841.99 JE:C r`NAME. :FOSTER. GOLF CO =S "B" , .Or.iginal_PIan Submittal` " Response :to Incomplete?IIetter esponise # Revasignl t .After-: Perm t'ts.Issued. Fire Prevention Fm'• Structural Planning Division ,w:t Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8 -17 -99 Complete n Incomplete ro-b Comments: Wet ijx'eJ TUES /THURS ROU ING: Please Route n Structural Review Required n No further Review Required APPROVALS OR CORRECTIONS: (ten days) WRROUTE,DOC 5/99 Not Applicable CORRECTION DETERMINATION: DUE DATE Approved I I Approved with Conditions 7 Not Approved (attach comments) ■ n REVIEWER'S INITIALS: DATE: DUE DATE 9 -14 -99 Approved Approved with Conditions n Not Approved (attach comments)! REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: ,it City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / 1 / 14 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Project Name: FOSTER GOLF COURSE — EQUIPMENT SHED `B' Project Address: 13900 Interurban Avenue S Contact Person: Wayne Ivary 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: D Entered in Sierra on ) (' ` .i'l- "F.. �t�. �u���e''U :,ri�ry�� -e � "57 ":".V�:3,`4 :r ::•�: sr^.'::S',;.r"::tj�tYtim wa ?!,'k2�A`iCI ` "i� ?'V y,�?`•�i •R`Ji•fi ?rw�r. �......Z ...._..i4., .x.d::.,...�7v . �n .4.:�+:...,f,:..cs.YS.... .�....f:9 �''n..3,. �.._.<, s. w..:• �?..,: al��. r.. �..:r'�x: .tl�..L.., ... Plan Check/Permit Number: D99-0288 Phone Number: 206-514- 6dlI 11/02/99 Summary of Revision: Sheet Number(s): City of Tukwila nc.,.r +.e ne.,nea, wt s+a.,o:7,:+huntra`r∎ b�[J 'd « ....................,..y......, ..._.. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on ye--/q.--97 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ?-19 Plan Check/Permit Number: D "/ q- b Z g0) Response to Incomplete Letter # I 0 Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: ' () /-( £ C Z. _. t t MY Itt o`.ZGC4z l Project Address: ' - 9 t 4W/,j/ //1 / S Contact Person: (N Ld p .P _ NAT- Phone Number: /. /.# .i1J.!_' / ,of . / . at' / 0.t nt�ttV!O CITY OF TUKWILA AUG 1 9 1999 PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Fire Department Review Control #D99 -0288 (512) Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief August 19, 1999 Re: Foster Golf Course Equipment Shed B - 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 "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rang Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone :: (206) 5754404 • Fax (206) 57.5-4439 City of Tukwila Fire Department Page number 2 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, Flee Chief 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone.. (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 3 John W Rants, Mayor Thomas P. Keefe, Flre Chlef 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 buildin 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 573.4404 • Fax (206) 575-4439 City of Tukwila Page number 4 John W. Rants, Mayor Fire Department Thomas P. Keefe, File 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 City of Tukwila Fire Department Page number 5 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. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 375-4404 • Fax (206) 5754439 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 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 1 i Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Sink, other 4 2 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 Water closet tank 5 3 Water closet, flush valve 10 6 D oa'FT Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or type) Owner's Name Ci ty of Tukwi 1 a KING COUNTY Property Legal Address: Subdivision Name Subdiv. # Property Street Address City, State, Zip A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture r•+ �.•...•m.._l"nx"'•,'..�.;;;.... .. ,`.' .uw ..;. . ..•,, (Last, First, Middle Initial) Lot # Block #_ 13900-'Interurban Avenue South 14908- t r t ; r Tukwila, WA 98188 Owner's Phone Number ( 206) 433 - 1843 Owner's Mailing Address: (if different from above) 6200 Southcenter Blvd. Tukwila, WA 98188 Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 .15 RCE 3 For King County use: Account # Monthly Rate Slx Month Due 1058 (Rev. 11/96) White — King County Property Tax ID # 000300 -0049 Building Name (if appiica�le) FPS ter Gol f Course Maintenance Party to be Billed (if d f o — EqU 1 pment Shed "S'� Party's Mailing Address: (if different from property address) or Property Contact Phone # ( 206) 433 - 1843 City or Sewer District r t)! t' /l ICS Date of Connection / —11141 Side Sewer Permit # :"" ~^ q 9-0 B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: N/A Estimated Wastewater Discharge: N/A Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) 187 C. Total Residential Customer Equivalents: (add A & B) A B .15 .15 RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner,/ Representative —. Print Name of Owner/ Representative truce F1 etcher for Don Williams Date 8/12/99 Yellow — Local Sewer Agency Pink — Sewer Customer �1- RCE 1 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. :: 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