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HomeMy WebLinkAboutPermit D2000-353 - SOUND TRANSIT COMMUTER RAIL - TEMPORARY PLATFORMS, RAMPS, STAIRS AND PARKINGSOUND TRANSIT 1901 LONGACRES WAY EXPIRED OCT 19 2001 D2000-353 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: ;Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 000580 -0013 7301 S 158 ST NOT DEVPERM TUC Contractor License No: CACARC *136MH OCCUPANT SOUND TRANSIT COMMUTER RAIL 7301 S 158 ST, TUKWILA WA 98188 OWNER MCLEOD DEVELOPMENT 213 LAKE ST S, KIRKLAND, WA 98033 CONTACT JEFF WOLFE 401 S JACKSON ST, SEATTLE WA 98104 CONTRACTOR C A CAREY CORPORATION PO BOX 1006, ISSAQUAH WA 98027 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: . CONSTRUCTION OF (2)_. 10' WIDE X 600' LONG TEMPORARY PLATFORMS FOR PASSENGER WAITING, ACCESS RAMPS AND STAIRS, AND PARKING FOR 250 CARS. PARKING LOT TO BE PERMITTED THROUGH_THE CITY OF RENTON. Work within Tukwila . limits includes overlay, sidew alks, and lighting along Longacres Way, upgrading privately -owned pump,cleaning exisitng drainage sy stem... _ ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 700,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant:. N No: Size(in): .00 Flood Control. Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 93 Fill: 93 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension :, N Private: N Public: N . Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** r TOTAL DEVELOPMENT PERMIT FEES: $ 7,049 69 ?********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct._ All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am aylthorized to sign for and obtain this development permit. Signature: Print Name: 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. 001 North: .0 South: UNKNOWN Sewer: Slopes: DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Fire .0 East: Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431 -3670 D2000 -353 ISSUED 12/21/2000 06/19/2001 1997 NONE .0 Phone: Phone: 206 822 -4114 Phone: 206- 398 -5289 Phone: 425- 392 -8016 Date: 12-44 Lv Date: w U U0 . co w w 0 g Q . = d 1- z I I- O Z o ` U Cl- w w I u. ft w z — _ ff' z Address: 7301 S 158 ST Sui te : Tenant: Type: DEVRERM:: Parcel #: 000580-0013 • CITY OF TUKWILA Permit No: 02000-353 Status: ISSUED App I led: 11/08/2000 Issued: 12/21/2000 ***k*****k*************k*******k*********%********W*A*****k*****k**.kAA*** Perini t Condi t ions : 1. No changes wi 1 1 be made to the plans un 1 ess approved by the Engineer aril,. the Tukwi la But 104#. Diyision. 2. All cons tru,V0 t be dont„ wi th approved plans a n't ts of to 1 . ) 4to rm 'Buildi ng Code (1997 Edition) as,l.amendect, Uniform M4idnioa 1 Code (1997 Ed i ti on) , and Wash i ngn State Energy .Coili(1997 E d i t i o n ) . 3. Notify the 4;ity of Tukwila Bui1 Division prior to placing any, voncrete. This procedure is in addition to any r'equirementfQr special insPa • ValiditY .. rm ,The i or a permit or approva l of plans, sPepjicatjqns, and, ointi tit1ons shall not be con- , • Z. t „ strued to-tb a F4rin t for4 au4pprova1 of, any violation of any,'ofn, t ..provisions Oilding code or of any other ordi oe of, the juri,s4r: 164. No permit presuming to give autho 4 ., to kicilate or;caft=4,1. the provisions of this • 'code shall , • Electrical ermits shall be obtained through the Washington State Division of 'Laboi an Industries and all electrical work' will be inspected by that. agency ,(248-6630). • A11permits, inspection records ,, and approved plans shall be aval I able at the job site prior to the start of any con- serti'9tion. These documents are to be maintained and avail- • • able' until final inspection approval is granted. • THREE YEAR TIME FRAME FOR THE UNCLASSIFIED UNSE FROM FEBRUARY 2001-2004; • 'IMPROVEMENTS OF LONGACRES WAY IN A MANNER ACCEPTABLE TO THE TUKWILA PUBLIC WORKS DEPARTMENT INCLUDING SIGNAGE, DRAINAGE, CHANNELfZATION, ILLUMINATION AND ACCOMMODATION FOR CYCLISTS. 9. ,PROVISION AND MAINTENANCE OF TRASH RECEPTACLES ON AND ADJACENT TO THE PLATFORM. 10. IMPROVEMENT OF A KISS AND RIDE AREA WEST OF THE BNSF RIGHT-OF-WAY, . 11. ,REMOVAL OF GRAFFITI WITHIN 24 HOURS. 12. CONTROL OF VEHICULAR ACCESS TO PROPERTIES TO THE NORTH AND SOUTH OF LONGACRES WAY BETWEEN THE UP AND BNSF RIGHTS OF WAY. 13. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities s . 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND THAT WILL BE UNWORKED FOR • • 4 GREATER THAN 12 HOURS. ALSO, DURING THIS TIME PERIOD, COVER • OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND FOLLOWING RAINFALL EVENTS. ,i OCTOBER 1 THROUGH APRIL 30 STOCKPILE ONSITE ENOUGH COVER • MATERIAL TO COVER UNSTABILIZED AREAS IN THE EVENT OF A SIGNIFICANT STORM EVENT. , FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN • TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY I STABILIZED PRIOR TO FINAL 'CONSTRUCTION APPROVAL. . The Land Altering Permit fee is based upon an estimated 93 cy of cut and fill. If the final quantity exceeds this amount, the Applicant shall calculate the final quantity ad pay the difference in permit fee prior t°' the Final Inspection. 17. Permitee shell notify Public Works Utility Inspector at 206-433-0179 at least 24-hours before commencement of work or completion of work. 18. Hauling over 50 cy of construction materials, soils or debris, within City limits requires Hauling Permit. I hereby certify that. I have read these conditions and will comply with them:as outlined. All provisions of law and ordinances governing this work will be complied with whether specified herein or not. The grOiting permit does not presume to give authority to violate, or cancel the provisions of any other work or local laws regulating constructio or the performance of work. re 5 D 0 0 CO 0 CO ILI w w 0 ' — 0 I- ILI I- 0 Z 2 D D 0 u) ; 0 al ILI 9-t u .1-‘ . z (-- o z Project N it coMMu1 v £1 fl. 4i 0, 110 0004p ui tA r o 4? 7 Value of Construction: ' Site Address: 11 01 VoN6rACW NAI itc,..itoN) ,,, CiAit l v".? Tax Parcel Number: ear rAlfZet, 000ct OOM * Property Owner: (A1/70 *Vglolmttom movermr.14 ILE. 'OUND nZA wgoir A-ND rgoel NOT Phone: (2 1 71t - c 72 EV1 Street Address: . City State/Zip: 401 ev. The.die eir. Fax #: 1200 Zei Contractor: Phone: Street Address: City State/Zip: Fax #: Architect: mar Arzourrm-upg Phone: (2 1 q Street Address: Cit State4ii: 'OM le■JecirV,PQ A'J SUITE 4-1(0 4p,o Fax #:( 2 Engineer: le epp Phone: ( 04 _ con. Street Address: City State/Zip: r2.01 1MM) AVE. 4 -doire. goo evEATILE WA cletat Fax #: (.2 ot) 0.2- 6 1;0 Contact Person: e-rOUND rizAt4evir TE.VF %No lir t Phone:(1,0) Vie — C72.61 Street Address: 401 4. l'Ac r(70,..1 e-jr. 40ATTLE. WA � 4.. Fax #:(2 gme_ 7t (o Description of work to be done: (2) le y 4 . 600 1,01.40- to.ipbtzAr."( RIA-rFor.vis F012. rAche1 vvAII1N61- 1 ACC, IzAt4P4 AND e MAIr-, 1 AND iv/4Kit* Fog. 2Ao cAge, Existing use: ri Retail in Restaurant rn Multi-family EI Warehouse El Hospital C3 Church El Manufacturing CI Motel/Hotel CI Office C3 School/College/University SI Other VACANT % VAIL-WAD Proposed use: El Retail El Restaurant C3 Multi-family El Warehouse ElHospital El Church El Manufacturing El Motel/Hotel El Office in School/College/University Xi Other COMNIVrtg. Kk Ito 1 : Will there be a change of use? 1511 yes El no If yes, extent of change: 47 iDentlt■I .. , Existing fire protection features: CI sprinklers CI automatic fire alarm g none CI other (specify) , Building Square Feet: .00. existing " new Area of Construction: 2.0 SF 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 ri yes rx no quantities & Material Safety Data Sheets . • New Commercial / Addition / Multi-Family Permit Application Application and plans musebp"complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APpt...ICANT.:9E911EST:F01.3 PYBLICAVORKS'§ITE/q1v)L;;PLO.REvIPW,1.9.RP1E.F.014:0., • • ' •. ,1Addltlatiatriiildws•maylie deternilnect*the;PirbliaWscirkepartrii6iitKs rg Channelization/Striping 21 Curb cut/Access/Sidewalk El Fire Loop/Hydrant (main to vault)* Size(s): 0 Flood Control Zone CI Hauling CI Land Altering 0 Cut cubic yds. 0 Fill cubic yds. El Moving an Oversized Load: Start Time: End Time: El Sewer Main Extension 0 Private 0 Public Ei Water Main Extension 0 Private 0 Public El Sanitary Side Sewer #: ri Storm Drainage rn Street Use EI Water Meter/Exempt #: Size(s) 0 Deduct ri Water Meter /Permanent # Size(s): ri Water Meter Temp It Size(s): Est. quantity: CI Miscellaneous gal 0 Water Only Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: 5-5-01 AppllcaJ1Qn taken by: (Initials) • CITY OF TUKlegtA Permit Center ( 6300 Southcenter Blvd. Siiite 100, Tukwila, WA 98188 (206) 431-3670 NCPERMIT.DOC 1/29/97 •;. Project Number:.:. PermitNumberi Cor).••• ; . , 4 , • t'?? PLEASE SIGN BACK OF APPLICATION FORM Z LAI _i 0 0 WI _1 1— 11. uj 0 2 g co — a IT III Z l-0 Z 1— 0 W 0 ( - 9 - CI I— W uj I 1— 0 . 0- 0 BUILDING`, OWNER ORA THORIZED'AGENTF OWNER Signature: , e Il .. Date: i i J r ) p Print name: vpi ii . Gr . 1,3sthow MW[ Aizc o is netyAievialifilei Fax t o o. sefq , l64$ Address:a111 W6S'fceN Ayr. r.., 4-1b City /State /Zip:4EA'ii'i t wA q$1 ` ALL NEW COMMERCIAUADDITIO 'ULTI- FAMILY PERMIT APPLICATION ST BE SUBMITTED WITH THE FOLLOWING D ALL DRAWINGS TO bE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED Xt ❑ Certificate of sewer availability (Form H 11) Contact the Public Worli;s Department!'(206) 433 :017d (or , !servicing district. • - • - .. ' • • t : • .\•'' , . t .:.! D ❑ Metro: Non- Residenti Sewer Use if there ± is a change,in amount of plumbing fixtures ."1 rorm,H -13). Business Declaration regUired(Form H -10). ' • t ; R: t'•'. . , - , 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. i 5. Location of driveways, parking, loading & service areas, with parking`calculations & locatlon' &type of dump ster recycling screening. Ldcatibn and screening of outdoor storae.'• .7. Limits of :clearing /grading with existing & proposed topography at 2' boundaries, erosion control measures & three buffer protection mea B. . Identify location of sensitive areas slopes 20 % 18.45.040).. 9:'- Identify locationy and size of existing trees, note by size arid species removed. 10. Landscape •plan'with irrigation: Existing trees to be sayed by,size and species:. Proposed:, 'Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11., Location of iigh mark of the ,Green /,Duwamish•Rivet if•site•is located within 200' of the high water mark. 1 2. Lowest finished floor, elevation (if,flood control zone permit required)•, 13. Civil pin`s 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',bf site ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) 1 0 Mechanical Drawings ❑ ; Structural `Drawingsldetailtofsp'rinkler hangers, pipe, duct & vent penetrations in structure) ❑ Architectural'draWings ❑ Specifications (if separate document) ❑ x ( Structural Calculations - ,1.; . /I 641 Pt 0 A ❑ ❑ IR Igt ri 321 ED 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. 6. Sprinkler structural calculations indicating load of water - filled sprinkler piping . intervals extending 5', beyond property's sures. t ' watercourses and their,buffers (TMC, those•tg be•maintained and those to be Height Analysis Soils Report stamped by Washington State licensed Geotechnical Engineer Topographical and Boundary Survey Tree Coverage Analysis (Multifamily only ) Washington State Energy Code Data and Non- Residential Energy Code Compliance Form H -7 Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owrtei /Au t thorized Agen ;If the applicant is other than the owner, register archit or eer, contracto licensed bkthe State of Washhgton, a notarized letter'lrom the property : 'ownerauthorizirigahe. a gent to submit this permit' application and ;obtaip the : perr,nit wllle Pequ as`part: this L6n7jttal, , 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 • z w 0 0 w = w w g rn a = d I -w z � w o O O t— w ill Z 0 0 1 ' z 'I otel . Fees: 6,907.69 .Th 1, 5 Payment 2,719;,44 Total ALL Pmts.: 2,719.44 Balance: 4,188.2S ******* **.****** * * * ** *•k * * * ** * ** * * * * * *k* ** ** * ** *fir * * * * * *** * * * * * * * ** ,Account Code Description' Amount. 000/ 345.8:30 PLAN CHECK - NONRES 2,719.44 4 7,4-p , 'R ? a �'�« up�r" �xr , l ,, a >�r,, rr v, ar : ��,P,.� � •." , ...........eh; •:.irriv..7111 c1; �*dP* * * * * * *.** * * * * * * ** * * * * ** . * ** * ** * * * *k ** *k *fit* SIC * * * *** ** ** *Pct*** * ** ** GI1'Y OF; 1'IiKWL4:. WA y4. TRANSMIT * * * * * * ** * * * * * * * * * * * * * ** C**** * * * * * * * * * * * * * * * * * * * * .4 * * * * * * * * ** 1RANSMIT Number.: R9800386 Amount,: 2,719.44 11/08/00 12:49 Paymthti Method CHECK Notation: SOUND TRANSIT I nit: E3LH Permit. No: D2000 353 Type: : DE VPERM DE:Va.OPMF N1 PERMIT Parcel No: 000580- 0013 Si to 'Address:.. 7301 S , 1.58 Si . ry.r 7 7tr 11 ********.ir'h* *• ***. * ** kk *** ******** **h ***h**.*kk*****' **k* ***k*** ttlIYY OF TUKWILA. WW TRAN;3Ml :1 k * *k ******* ****** k******* te******** ***•k****** ****k********* **•*** TRANSMIT 'Number :.R1a300411 Amount: 4.330.20 J.2/21/00 14:48 P.avment .Method: CHECK Natation': SOUND TRANSIT Init: HLH': 'Permit tlo. 02000- 353 Type: DEVPER14 DEVELOPMENT PERMIT Parcel No: 00058. -0.013 4it:e Address:. 7301 S 158 ST Total Fees: 7.049.69 "hi s: %Payment 4.3130. 20 Total ALL Pits: 7.049..64 Raiance: -05 h*** k***** k* k**h***4 v** h******* *** *** *b1******* *** *•h*k•/r• *** *** *kph* Account Cade Deacriution i. Amount 000/322.100 ,. BUILDING NONRES . 4.183.75 000/345.830 PLAN CHECK . UTILITY 20.00 000/386.904 STATE BUILDING SURCHARGE 4.5() 000/342.40 INSP FEE UTILITY 15.00 412/342.4.00 INSP FEE -. STORM DRAIN 15.00 000/322.100 LAND ALTERING PERMIT FEE 54.50 000/345.830 L.AND : ALTERING PLAN CHECK 37.45 i�,i t.� a-Mt a 0960 12/26 9719 TOTAL 4330.20 µ,.•7r/• ?""•^r•4 777vVrx r Ic:I ` q .•. " , { z^ !itt ' r ri ?i�"F'+' I + ` j X7. ;'r. .t`�i±711 • ■ ns yy f 3 eec,kl; ?1y a_ ************ k*****************• k************ * * ** * *•lr*** *drdc*•h** CITY ,Ogy TUKWILA.. WA TRANSMIT * * * ** **************************** * * * * * * * * * * * * * * *'* * * * * * * * * * * * * ** t Number n' R9800411 Amount: .05 12/21/00 14:49 - aymeri'tMethod: CASH Notation: 'SOUND TRANSIT Iriii:: -HLH Permit ,No: D2000-353 Tyne: DEVPERM t7E(/EL01 Parcel No': 000580 -0013 . Site' Address: .7301. S 158 aT. fatal Fee's:.. 7.049.69 •Thls Payment. .05' .Totat ALL Pmtsr. 7.049.69 ;.. - Ba7; .00 *'**`**.**,**** * * * * *` * * * * ** * * **** * ** * * * * * * **, * * * ** Account •Code. Ues'c,rintion Amount.. • 000/345•.830; LAND .ALTERING PLAN CHECK '.05 092 12/26 9719 TOTAL ; 045 �%?� =$'ti �. .�(i'�i�6r, . Fr s'?`#� 6 �� 0 "�, +�P • ��� j�. •i r. .irk", O o, U) W JFr N u.i W o U. a' 3 W o z i � z�� o Nj C3 H' - W. L 0 oNi o roiect: - �t (i'lc, i Type of Inspection: // // ix P)uv.ovyyi j■)ct re Address: -. 1D I S ).S R , 3 gilled: �/ R / 0 / Special instructions: Dat nted: I 4110 1 R este Phone: s (o "1 -1 ZS 2- INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: Inspectof 'ClAvSirr Date: 9Q/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: 41116111401A1142VaAvalValiWkel&ZACISitzliattlis6 iHiu�{. a ;.ct.tiiaa ti;e+ +'f�nt,'l+ r �l ty 0 N O' w W C O w 0 2 g J : u- cn a ` Z z I— O Yd uj L w z pi oiL f� Type of Inspection: ) Address: IRO! L3 /S' 3 SSI Date call 14// Special instructions: Dat a ted`` rr a. m L/, ! Rec14 tz Phone: w as= 17p 7 -Iz z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: /Ulf- • C f'rt X . , l ov s ll !�P �° ��c,>„ i-�-- re0 �^ ' C ,S)\et'k -elri> QC Snsh 1111 qS eS4i h12 Inspector, nn q coive l o„ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,, x r "' L S w ' r J r i. nd" �'$ .��:rtait�L�s":a'.."`:�.i•. �*� 43t..�s`�"G�'.�'Ji:.�i' CAF.' �.' 53:. w? �'. ��- �: t: k�Jt '�4�5�'C�o" � .�?'.'Lfiii'l.51�,14'l INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -367 Corrections required prior to approval. Date:_ 18 0 1 trG� ;t.u rl;.b= tfen.J.a/.W.fi.:i =' = " " -uGGYa •� "w. va !� <,:.. W C.) O CO D LU ~ ' IA ; 0 } CO z ° t- z � o z1- U D ', DI— = V ' LL H Z LlJ o Hi '• 0 I— z Project: r Type of Inspectio � Address: 73 dt t I % ft , Date called: . 4 . A s f cx ) I Special instructions: Date wanted: �a.m Requester ...3 F1 Phon 4z676 v... /Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 P - 2- 3x3 Approved per applicable codes. rgl Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • C'� : 5 „- •''-tiy 'i,.Sce..Ttkcl ¶ ....tt�ei - :des :�r�xGYtw�2Gu1 df9�wrL Lt .. 1..-,,._a -al ..v5.r COMMENTS: 41 //z)6 5 70 / 1 1 //,1 „ /1a Or x,157" Cer /- r 7 ,44 , (i r1';1 - a 5 ca 4W 4.00/ r1//4 7{2, S /it/ Z/ ) 7' / AL /Y4/L5 /G i. 'A' 4 / ND ht( PSG 1VR 1-(4/7/ .</z/f4/c//;tb PO #Z, vb 247,es Receipt No: Date: 1;04:a6R d+N:tki z U U U 0', CO uj ILI I CO IL w o LL Q; d ' Z ° O N LU I V u o t� z Project: T XI-0 `14 Mn,' ) 5!t#i� N Type of Inspection: ; ' 41-y) l iti , t yc� o . r d e c,�,x.il Address: J$03 lor> ar /es,I Set.) Date calle . , 1 .2Ja / Special instruc ons: Date a.m. ' 3 I p.m. Requester: ', YYhrUln )4eI Phone: (e ola )S /6 - ?,_ INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA. 98188 aDOo -353 PERMIT NO. (206)431 -36 COMMENTS: ).) " Ffr /f / a. ' /.r./ • Gig -lr':. 4 4 441 ..-1,t crire 4 � 64,1 � / -, l roc, 1-4 4 /U, v iii cti(�v4e s) di'/ II 2 . S 's . 14,7i b. Date: 3 Corrections required prior to approval. D $47.00 REINSPECTIONE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: rat k3..uSiket$' tvdedans twea . sh fit+.a t7E.F tr., Za'vV,' t 1 fires {,}u &: v +�ua�1RfN tNL{,vin �ktht'sv;u}aw. au r9�.W ;w 5 JU 0O w O w w o te = w H Z F I- O Z ~: 2 - r ill =o . • Z U g Special instructions: Approved per applicable codes. Itv: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 07-6227 —3531 PERMIT NO., (206)431 -367 Corrections required prior to approval. COMMENTS: v„t#? roc�a ►k t/1 Ldeta a :444 -4 ) r „r, 5 AU n CV's q CA If t P C C7 � 17 t' 1 lil ARE 4.1 re pi) rfs. Vic et 0 $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Inspector: Date: nuas!soi�aA::.x:u+A ✓ : L . E c f , � v . b r i uF` „�+� rxnra..:�r�,...;t..xJ' r 4t',S „s,;alr.aM. xr i Y .: Mfe.oS, - r,34 3 . k.t1ix.::d�S.Lk�,3: {w Project: T T Ins ec n: ' A ress D 1 Y Date calle Special instructions: D Date wanted: a .m y �/31 0) p .m. Requ�e.c.f & frt..), Phone• ( ) 68 7 — /P 5 g 401., AS n ni �... ii?):_ M INSPECTION NO. INSPECTION RECORD Retain"a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 b42 o 0 -3g3 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: *6/ /646') 5 cs2,4ply la/z0. / 1444-ire 1J.a12 S I . �,. 4, ? lAidlifr" gie v7 Inspector: Date: // n $47.00 REINSPECTION FEE REQUIRED. Prior to inspectionn fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,(r �inf�:. ...,,.w ..;.: ).aU.�Kiti�'.Vr �•.1•J1r. i:e...a..t�� , .�.a#i;«Metw'n,l.v!�uf' " � "'.:+'.5,r.:14�tiM.Y2r3�;ti,a.7di ntxep x • ttor iTi.:aaiawnzi k;A :itaA;i AUL/4 s:- ze..., Mw,k4i'ifas cc it JU CO to W W =; J . W 0 a ' co = v, F-W I ? I—' I- o z � CI 1— W ui I — O. Z : U O Project: / C do 04 Type K 4 Inspection: Address:. Date called: 3 / f /af Special instructions: Date a d: / 7 e d : d a.m. p.m. Reques[er: _ (( Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. >. COMMENTS: / C 11;;plis-lifeL ) F/144.5a i lljej- Th 5° rdot c 4, Inspector: $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: •tiikua Di:ism:any ati■Yr:iiLxkAe4: }fZib. ask ri'�aVE:.6ddisi 1Mv.'Y Eiti w.: it:4 Y�C Project: Type of Inspection: Address: 73o1 � �'g T Date called: d/ Special instructions: Date wanted: 9P.m. : a.m. Request o Y r4 Phone: css INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D z -35",3 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: MAI - / - kd I 44 A/4/9-4 ' /'661 U':f g !N•O dud W9/0 77) r t,re. ,c-6.1 uss Inspector :. At Date: ,3/,.. $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: c d 14.... i�.. u .'.ktiic�n.•�CW2 &;nya:u ^'.,,�'s � L-.. s.. szv ::hs; 4VAkLe4.0,2':. 4;14.'s ,+.s�E�.;� -,u +w ti.,,• v.,, t.: h3fl�,diEn4�,�a{W'.` al/7 o- i4..�,�.. Z E re o o ` L-, uJ g a ` N d` I H I . 1.. Zg LU o W W Z U 0 Project: Ttk ;l m ?. ,c. i Star.. Type of Inspection: LA s .chemeta, Address: , 18'05_ ties b r. Date cal d: ' �3 r ` O Special instructi ns: Date wante a f 3/5/0 i p.m< Requester: invuin -N schKC Phone: 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. • COMMENTS: CrrV1 n et v� :,--1.••••••• ? r . 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, ?ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Inspector:. Receipt No: Date: > 1w J. 1.t n1.c•:. �. M't! /. "ti^ a1r ,�. eii.)wb.Y. - u, s ••] S .✓ a:!' i +51{r:t�itt%�3.I':h,�'k�1,6'+,bn w'hi$r {.Kiw4.f.W #.�+Wti+h�A1it'� 4�+..:4lMtaYt' nI1C` c�' 1G ..:%?:Rn <Yra3+XVLti'«.'La..t �.... ., -. ,•LJ':'yyly <7L.xi;.f.s><wV�I'A.iW4Dl1�d1 'r . Z • w , re 2 co O N 0 : (our, w O r: N u. d j � z 1- z UJ ON W 1 -- U O ; Z co F =` 0 F' Project: 50 � A • ' (c/kA wl. 14 Type of Inspection: Addddress: 73 61 3 . i ,c r Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 App oved per applicable codes. 102-0'm 1 Corrections required prior to approval. COMMENTS: t t: i-dc (-441 ! ( c p 4.1M w os, S JN t ,Avt o1/44/V24 01/44 t ti '°1 /lam tti 4 I Inspector: V Date: - —/ / I a $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: Uit 1 4 z. Wa. ttiM.b,�r, dtuil} bafi3G. riiiSYAlIVfSU :iLbY`d.jCf3.v.�drllLi��+ -��Jrai? 4i ? ua ..w: Y a Sao ii;, &1�3: 'rrra: ti} 1 CL U N 0 to W J LL W 0}} N O . W Z � 1-0 Z f-r WW U O; 0 0 1— ty U. :W W` — Z ' • Wm. U = Z H, Project: -t- � Type of Inspection: �W C Address: '73o1 5 1' ?7 C 7 Date Called:. 3 o) ! Special Instructions. Date Wanted: / It V a.m. p.m. Requester: Phone No INSPECTION REC RD r Retain a copy with p. mit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 3670 El Approved per applicable codes. ❑ Corrections required prior to approval. OMMENTS: 't"'" Inspector: 6\) Date: J !/ J,) E $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: six' >. rks +itk r, „4ia�.i��+,s1+. ,, .. . %iti anz,M Y.;u.ae:1v5.':s i i t b.:Ws , tikR4'7Ti'' '16'411,. 4YS.d�rr.�iS.k W � � ? C.) U 0 :. W W, LL ' ; WO }} u. J _ a : W ; I : Z 1 - 0 Z 2 ui 0 1 - 111 Z O Z i PERMIT NO.: 122000 - 3 53 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains Q' 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 ' Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing 2 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types 2' 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire 2'01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special -Panels ❑ 04015. 1106.9.3 Nosings. Stair nosings shall be flush, slip - resistant, and rounded to a radius of 1/2 inch (13 mm) maximum. Risers shall be sloped, or the underside of the nosing shall have an angle of not less than 60 degrees from the horizontal. Nosings shall project no more than 1 -1/2 inches (38 mm). �- - TENANT NAME:-60-12/ J1 RANS ��MMlS� E. SAIL 'SIAM OKI 4-0 CONDITIONS ,0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall bean site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from rooting contractor verifying fire retardant class of roof [0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of [2 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 00 026 All structural masonry shall be special inspected 027 Validity of Permit ❑ 0028 Rack storage requires separate permit [ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mdchanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ /0041 Ventilation is required for all new rooms & spaces _ 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroor' Permit Tech: edad P4 -01 Plan Reviewer: Date: 11 Z61-W"" Date: `2 _4 -p0 September 20, 2001 Mr. Jeff Wolfe 401 South Jackson Street Seattle, WA 98104 RE: Permit Application No. D2000 -353 7301 South 158th Street Dear Permit Holder: Our records indicate that on October 16, 2001, one hundred and eighty days (180) will have passed with no inspections having been called for under Tukwila Building Permit No. D2000 -353. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void. If your project has been completed please call for a final inspection. If you are actively working on it, please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Division at (206) 433 -7165. Stefania Spencer Permit Technician \ss Xc: Permit File No. D2000 -353 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 LA CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Sound Transit Commuter Rail Temporary Station File #: Date: Reviewer: D2000 -353 12.20.00 L. Jill Mosqueda i Jim Morrow, lic Works Direct° e* The City Of Tukwila Public Works Department has the following comments regarding your application. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. A. The following was agreed to in Jim Morrow's 12.15.00 meeting with Jeff Wolfe, Dan Nelson, and Harvinder Singh. 1. Sound Transit will: • Provide concrete curbing along both sides of Longacres Way between UPRR and BNSFRR • Return "Bus stops" to original location to the east of BNSFRR 2. The City will allow overhead installation of wiring related to the temporary station. Sound Transit will coordinate the overhead wiring with utility work for the permanent station. Sound Transit will remove the overhead wiring as soon as practical once construction of the permanent station begins. B. For your convenience and edification, copies of Hauling Permit Application Checklist and Erosion Prevention and Sediment Control (ESC) Guidelines are enclosed. Projects /Sound Transit /D2000 -353 comm 2 1 • Sound Transit or its contractor will need to apply for a hauling permit for construction material, debris, etc. which will be hauled within the City limits. The hauling permit issued to the clearing and grubbing contractor under permit number MI2000 -296 will suffuce if that contractor is awarded the temporary station contract. • The ESC plan provided under this permit is incomplete. Wet weather condiitions and cover measures were not on the ESC plan you provided. Please be aware that these will be conditions of the permit and that the City is diligent in its inspection of ESC installation and maintenance. Projects /Sound Transit /D2000 -353 comm 2 2 December 20, 2000 Jeff Wolfe Sound Transit 401 South Jackson Seattle, WA 98104 . CORRECTION LETTER #2 Development Permit Application Number D2000 -353 Sound Transit Commuter Rail Station 7301 South 158th Street Dear Mr. Wolfe: 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 Public Works Department. At this time, the. Building Division, Fire Department and Planning Division have no comments. 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 messeneer service. If you have any questions, please contact me at (206)431 -3672. Sincerely, tavit Brenda Holt Permit Coordinator encl xc: File No. D2000 -353 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 v O ` : N 0 N W; co W 0' u., d _ z i--0 z F- 0 co gyp; UJ W u —0 • Z 0 ~' z SOUNDTRANSIT December 18, 2000 Mr. James Morrow Public Works Director City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Dear Jim: This letter is in follow -up to our meeting on December 15, 2000, where we discussed the disposition of the bus stops for Metro at the Sounder Temporary Commuter Rail Station. As I mentioned, Metro, upon further review of the station site, has asked Sound Transit to move the bus stops north of the temporary parking area in lieu of the area between the UP and BNSF tracks on Longacres Way. As a result, this will also resolve several of your concerns regarding the drainage of the road and area. This change is reflected in the attached drawings that also include the revisions that you have requested. If you have any questions please feel free to contact me at (206) 498 -5289 or on my cell at (206) 255 -7405. Sincerely, riPF Jeffrey 12 Wolfe Project Manager Sounder Commuter JRW morrow 12-00 cc: Doug Johnson, King County Metro Central Puget Sound Regional Transit Authority Union Station 401 5. Jackson St. Seattle, WA 98104 -2826 Reception 206.398.5000 Facsimile 206.398.5499 www.suundtransit.org Chair I )a„• Ho ling I ,imr (.. unrrinr Vice Chairs ( i, Ltd, AIM; ( . v n rlq ( nrrnnlnrrnrl.rr I )nuy. Sunl,•rlan,l I,,' ( Hurry] I - .crruh, .1a, k ('ran lord het/more /I /.Ilaw „' \ nn I ):n i. 1 ( nunri lnrrnr/.rr 11116 I )1"(•%% CI S,,, ( .1,1 /, r I )a,;,l I'.n.ln„ srr,nner ( *uurrrilnn•nrl filar\ ( 'r•rlrra II ' ay ( 'aunrilmnnla•r .Ian,• I 'ague lam,/ ( ( • . nurrrinr.•nrlrrr K,1 I I:,n.en /. rr•r.•!l .Ila yur Ric hard \1, I,er \ru lll.• ( I(oI, ,\l, Kenna /limy (',until ('wrnri /nn•nr /rrr Sid Morrison II Oolong/rot .S/at, llrpm lmeol u/ lianoporhrl .S.•rrelary !Vt., in Phelps /inr,✓urrr C .' il rr Paul St hell .S:•a t i le .I /,r y ✓r Icon Sim. /piny ( /i.rrral Cynthia Sullivan Km,/ ( 'aunty C .nu,nrilnrrurhrr Jim \ \ • hits Rrn! .I /u yin' Executive Director Bolt SS 'kite m Contract #: P.O. #: Subject File Code #: Ref: Control # (If Known) RECEIVED CITY OF TUk th7Ll1 BOO PERMIT CENTER Dz000 •.35 t z I H 0 Z w _ V 0 ni Z ` w u) 0 z Y-� SOUNDTR1NSIT December 5, 2000 Ms. Brenda Holt Permit Coordinator City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Dear Ms. Holt: RECEIVED CITY crTt. DEC 06 2000 PERMIT CENT Er, Contract #: P.O. #: Subject File Code #: Ref: Control # (If Known) I hope that the attached drawings and following responses meet your needs. I cannot emphasize strong enough that your immediate response and issuing of the permit is critical if the City's Sounder station is to open on February 5th. Please let me know if there is anything that I can do to help in your review. My telephone numbers are (206) 398 -5289; Cell: (206) 255 -7405. Please note that as requested by Moira Bradshaw, we have moved the bus stop locations west of the BNSF tracks. Our responses to City of Tukwila's Public Works Department's comments are as follows: 1. Will do. Contractor will be applying for these permits as construction progresses. 2. A separate drawing of ROW/Easements prepared by Eastside Consultants is attached. 3. Gate and fence have been added. Please note that the proposed gate shown on the plans for Lot 1 and 2 are within City of Tukwila's easement. City of Tukwila can use this for access to its property. 4. Existing catch basins have been added to the plans, however, invert elevations are not available. Please note that we are not modifying or adding to the existing drainage system nor changing any existing slopes. We are adding the final "lift" to the asphalt road as requested, which will allow the water to get into the existing system more easily. 5. Total cut volume = 93 CY; total fill volume = 93 CY 6. Contractor will be submitting for the permit directly. 7. Because of the temporary nature of this project (three year life maximum), and its isolated location, we have designed all wiring to be overhead. This approach has been shared with several individuals within the city. Is undergrounding absolutely necessary for the temporary nature of this project? The permanent station will have all wiring located underground. 8. Done except curb and gutter were not requested as part of the temporary station. There are also no improvements to the drainage system as we are not changing or modifying the existing system. We will be taking over maintenance of the sump under the UP bridge to assure its successful operations. Central Puget Sound Regional Transit Authors, Union Station 401S. )achsuu St. Seattle, `NA 98104 -2826 Reception 206.390.5000 Facsimile 206.398.5499 www.soundtransit.ur I: CORRECTION LTR# D zwo ' 5 3 (�:Ci17R[!r' Mp9tkMMPf�4FGMN .k74R�r7.M41wx'xth<7.W. Red++.. �` 4 Rfir? CNMVNM6R'. +F {cM�:iNC Chair 1 )a,1• I :n1in� / ,) l.. ( , 11nr,/,nrnrbr, Vice Chairs (.rr \i11u1. /tun / l aenlp ( arinrr inn•,nbrr 1 )01 ' i h,•rl:rnJ l e ( 01111111 /l , r•,I 1 .la, 1 (ra„ 101(1 h ,,ln101, / 1 /a110• `1,1, 1 )a s 1 La k•,i•001 ( 1101, 1 h'ess el \nnbcnl,.�lr (,mnh1 /.crrUhrr 1 >as id 1:14.11,,, \m ( ' 1 , 11,1ril,nrmhr, M: (:a(1•1/4 h rdrral 11;111 ( .lane I lag.ue 1�1n./ ( ,runty ( l:u,.en /'. e, rrll . 11.1,/n, Ric hard \leper . /r 1 1101, Alt Tenn. Kim/ 1'nunh/ Cootteihnembee Sid \lurri.on 11 .S1,1/r / / a/ /i•n n.q .Neeerlary km in Ph elps /in, (nunri (nn•nrbrr I':"rl Sc hell 511N/r.unt/ar Run Sim. puny County /'........,(lire Ct nthia Sulk : /piny ( 'faulty (•aunetIntembrr Jim \1•hite /ern! .I /a y ar Executive Director Iluh White z re 2 J V 00 N W W J �• W W O I: u- Q. = d : l— Z 1 ._ : H Z j U � t- ul ' • U . u O : w Z C.) = O z Micro Corn Systems Washington Ltd. ATTENTION The next image may be a duplicate of the previous image. ,>( Other: 12608 -B INTERURBAN AVENUE SOUTH TUKWILA, WA 98168 TEL (206) 248 -3191 FAX (206) 248 -3313 RiGl ' www.microcomsys.com CZ 2 0O ; W } O rr Wt' Z 1 2 DL U 0 � D t` Z . �zr ?;SFhlMfikrers Chair 1):1.,• Vat ling I1 1 Vice Chairs ( ,ri g \i.14 A ran, I 01011 11 ( ,ln,rml I )r.ug Sutk.•rlaml .1.. k (•r:,,, Ii it runner' /),7.,,t Il. l,nr \nn I ).„ i. Lakewood ( 'motet/mem/we 11111. I )1'111 . \n. ( on,,),, t..rrnln'r )a, i11 I .n.ln„ S,/inner (,.unrihne/t/b r \Tar. (,at1•. /. II i ( •, , ,trihn: n,lre. .lane I !ague Iii,,./ („nunly ( I-:,I I I a n..•„ l: rrr.•ll skis rpu' l(.. l,a•11 All I. e, .Sra Nlr ( Itnl, \t. Kenna It Comity (anutri ln,rutlrr' Sid \lurri.un /)r/ 'Intent /i.a,ey n Seerelary Ken in Phelps /ne,rnn., C ✓ /nei/menb.•r Paul Schell . S'ea Nlr . I L, yar 12.011 Sims /p iny Comity /•.,'matt'' ('Serbia Sunk an /ling C • ✓unty C'nunrilm.•,nbe• lim \\'bile Kea/ Mayor Executive Director Bob \ \'kite SOUNDTRANSIT December 5, 2000 Ms. Brenda Holt Permit Coordinator City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Dear Ms. Holt: I hope that the attached drawings and following responses meet your needs. I cannot emphasize strong enough that your immediate response and issuing of the permit is critical if the City's Sounder station is to open on February 5th. Please let me know if there is anything that I can do to help in your review. My telephone numbers are (206) 398 -5289; Cell: (206) 255 -7405. Please note that as requested by Moira Bradshaw, we have moved the bus stop locations west of the BNSF tracks. Our responses to City of Tukwila's Public Works Department's comments are as follows: 1. Will do. Contractor will be applying for these permits as construction progresses. 2. A separate drawing of ROW/Easements prepared by Eastside Consultants is attached. 3. Gate and fence have been added. Please note that the proposed gate shown on the plans for Lot 1 and 2 are within City of Tukwila's easement. City of Tukwila can use this for access to its property. 4. Existing catch basins have been added to the plans, however, invert elevations are not available. Please note that we are not modifying or adding to the existing drainage system nor changing any existing slopes. We are adding the final "lift" to the asphalt road as requested, which will allow the water to get into the existing system more easily. 5. Total cut volume = 93 CY; total fill volume = 93 CY 6. Contractor will be submitting for the permit directly. 7. Because of the temporary nature of this project (three year life maximum), and its isolated location, we have designed all wiring to be overhead. This approach has been shared with several individuals within the city. Is undergrounding absolutely necessary for the temporary nature of this project? The permanent station will have all wiring located underground. 8. Done except curb and gutter were _tot requested as part of the temporary station. There arc also no improvements to the drainage system as we are not changing or modifying the existing system. We will be taking over maintenance of the sump under the UP bridge to assure its successful operations. Central Puget Sound Regional Transit Autt,ortl: Union Station 401 S. Jackson St. Seattle, WA 9810.1 -2026 Retention 2063913.5000 Facsimile 206.398.5499 www.suundtran•.it.org CORRECTION LTR # RECEIvEC) crry DEC 0 6 2n00 PERMIT CEN1 ER Contract #: P.O. #: Subject File Code #: Ref: Control # (If Known) 353 Chair 1 1a,.• / ,bnrn, l.• ( , unr,lnrrn,l Vice Chairs ( .,,•i' Nit kid, ,/h/ t „nhr (. „m ,/m, /Member I l.,ae 'on I,.•rl:, nil /'over ( ',.,,,rnl l.rrrulnv .la. It l r:,,,I.n.l /)r/.nly /.,,,, r• \,,,, I Li, is /.n h . ;..•.rn, I (, 11.,1, I ), , ,I Sm ( • .rush/ /.srru Ill 51111 „.',' ( .,q„r(rinr.•,rilpn' r,2rrnl II .,,1 CO” 11441111i'lliber .Nile I lager /tow (n,urt y Conner/member lan•en l .•rrrrt . Un ynr Richard ,. Sr., II ( ln,rm/ •r Rill, /t.iny Cowan COI( r,riln„•rnlnv Sid Mini' i wn II a.. /r im/In n .S 7nl, lhyau7nrrnl n/ li•n n,gau•laI .Srrrelm'y 1 in ('hell,. Inc (•,mnedLnrm/we I':,ul Schell Srattle.Ib Run Sin,. /ti C omay /•:.r.vutier Cs nthia Sullitan /piny C'nanly ('mitteihnrther .1im \\ like Kent . I /a yw' Executive Director Boh While SOUNDTRANSIT 11. Total added impervious area = 4920 sf. 12. This will be done as a design -build effort by our contractor. 17. Done. 18. TESC plan sheet is included. Sincerely, /1eAi Jeffrey .'Wolfe Project Manager Sounder Commuter JRW /dlp holt 12.18) cc: John McFarland, City of Tukwila Central Puget Sound Regional Transit Authority Union Station 401 S. Jackson St. Seattle, WA 96104.21326 Reception 206.390..000 Facsimile 206.390.5499 wWw.col ran>I(.e,'y, RECEIVED CITY Gr TI J"'�:'� DEC 062000 PERMIT CENTER 9. One cross section is included for Longacres. At the ends no cross sections are required because we are feathering into existing. We have included a feathering detail. 10. Done. Again, please note that no changes to the existing drainage system is included in this temporary station project. 13. Details of maintenance plan are currently being included in our overall Sounder System Maintenance Contract that will go out to bid in late December. This contract will cover the maintenance of Sounder stations and will be in place by February 5th. When finalized, we will send you a copy. 14. Contacts will be provided as part of the Sounder System Maintenance Contract noted above. In the interim, use the following contacts: • Tony Thompson, C.A. Carey (Contractor) -- Tel: (425) 392 -8016; Mobile: (425) 864 -6583 • Sound Transit Security — Tel: (206) 398 -5268; Mobile: (206) 396 -8901; • Bob Hill, Sound Transit (ST Facilities) — Tel: (206) 689 -3378; • Jeff Wolfe, Sound Transit (Project Manager) — Tel: (206) 398 -5289; Mobile: (206) 255 -1576. 15. The existing roadway grade is approximately at E1.18.2' and the culvert invert is 12.2'. After reviewing the construction drawings and discussions with several individuals, we found that the pipe does drain the ditch. We will not install the 48" culvert for the temporary station but will do this for the permanent station. 16. Work on the easement was put on hold when the permanent station was put on hold last year (1999). Both items will be revived with the design work on the TOD and /or permanent station. If you have any questions please feel free to contact me at (206) 498 -5289 or on my Cell at (206) 255 -7405. Z I- J0r 0 O' U) o W J ,— W W O '; LL Q 0 D: z d ; W Z _ I; 1— O Z W 0 O' IO - . 0 1- . I- V : W 0 ' - O El 0 = ' z December 1, 2000 Jeff Wolfe 401 South Jackson Street Seattle, WA 98104 Dear Mr. Wolfe: City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -353 Sound Transit Commuter Rail Station - Temporary 1901 Longacres Way 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 Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. 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. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -353 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206-431-3665 0 0 co 0 w . CO U. w o g J ,-- w Z ; 1-` z UJ t D O'. N w tu H (.) ` - Z • Z'. Memorandum Date: 11/30/00 To: Brenda Holt From: Moira Carr Bradshaw Subject: D2000 -353 The application does not contain the correct tax parcel number for the BNSF railroad property where the platforms are to be constructed. It is 242304 9007. Please see the conditions associated with the unclassified use permit and design review approval for Planning Division conditions for approval. CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Sound Transit Commuter Rail Station (Temporary) File #: D2000 - 353 Date: 11.16.00 Reviewer: L. Jill Mosqueda, P - --- The City Of Tukwila Public Works Department has the following comments regarding the above permit application. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding Public Works components of the temporary station. 1) You will need the following PW permits: a) Land altering b) Hauling c) Channelization /Striping d) Access /Sidewalk e) Storm drainage Show all property lines, easements and rights -of -way, including the property lines and easements along Longacres Way. 3) Show on the plans or provide provisions for access to Lots 1 and 2 to the north. 4) For streets, drainage, signs and other such items, please provide dimensions, materials, slopes, inverts, and other information necessary for engineering review actual construction and City inspection. 5) Please provide a total cut volume and a separate total fill volume for all land altering you will perform within the City limits. These volumes should include the foundations and associated work for the platform on the west side of BNSFRR and any land altering work for the improvements to Longacres Way. Q /jilt /projects /Sounder /b2000 -353 Comments 1 1 ce m U O N W` CD IL.; J s LL Q{ F_ a Z f-; Ili U. co'. ON LL !11 Z; • 0C` 6) If you will be hauling more than 50 CY of soil, construction material, construction debris, etc. within City Of Tukwila limits, you must apply for a hauling permit. I enclosed a Hauling Permit Applicant packet. 7) All utilities, including electrical, must be underground. 8) Please provide a civil plan sheet which shows all of the required street improvements on Longacres Way which have been spelled out in several letters to Sound Transit. The improvements include curb, gutter, sidewalk, drainage, lighting, striping, channelization, and overlay on Longacres Way from Nelson Place to easterly boundary of BNSFRR. 9) Please provide cross sections of Longacres Way where the improvements will match into the existing pavement at each end. Also, please provide at least one cross section along Longacres Way between the two ends. 10) Please show all drainage in Longacres Way and show all adjustments to utility structures necessary to match grade on Longacres Way from West Valley Highway to the easterly boundary of BNSFRR. Be sure to include the manholes located in the easterly end of Longacres Way. These manholes connect to the box culvert installed by Embassy Suites which drains to the ditch on the north side of Longacres Way running northerly along the BNSFRR right -of -way. 11) Please provide total added impervious surface calculation for all work within the City Of Tukwila limits. 12) Please provide information on the cleaning and testing you plan to perform to verify the pump and drainage for the dip under the UPRR is operational. Please show the electrical system upgrade. The power shall be underground. 13) Please provide a copy of your maintenance plan for the pump and drainage systems. 14) Please provide the names and phone number for at least two contacts, in case the pump malfunctions or quits working altogether. These contacts must be available 24 hours, seven days a week. Also, provide a sign at the pump station with these emergency contact numbers. 15) Please provide elevations and other information ditch along BNSFRR and for the 24" pipe that runs through the BNSFRR embankment. If the actual field conditions show that the pipe does not drain the ditch, than Q /jilt /projects /Sounder /D2000 -353 Comments 1 2 w U 0 0 ( 0 cn w J F w q � u_ a - N 0, I d w . z � t- 0 z LU 0 0 !0 F LU V 'i. � o w z ' N ; z 1 16) please provide a solution to the problem. If you decide to install the 48" pipe, please provide plans and details for installation. If the timing for the pipe installation will negatively affect the temporary station start -up, the PW Director, Jim Morrow, will work with you to determine. an acceptable installation schedule. On August 12, 1999, KPFF indicated that Don Voight was working with BNSFRR on the easement for the 48" pipe. Please provide PW with a copy of the easement agreement. 17) On the plans show signage which accurately states the clearance for the railway structures. Also show installation of "Private Roadway" signs. 18) Provide an erosion prevention and sediment control plan, even if it is preliminary, which meets all requirements in Appendix C of the 1998 King County Surface Water Design Manual. I enclosed a summary which PW often provides to Applicants. Q /jilt /projects /Sounder /b2000 -353 Comments 1 3 2 0 O ! co O ' J A LL.; w o a W; z . cy z U 0 ' co E O 1- W 'Li, :. 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H2 • 25 T23N R4E W 1/2 agal•■••■ Renton City Limits; SW498 SW516 • SW515 • • • 'SW5I4 SW508 SW520 41 • ..s_swsu • • - ei4 4? 4 SW607 SW506 SW505 • 74 9370 28191 SW561 • • • t 6 esS • /reo‘ t-r. ‘ el'''c' 9‘°. • v■e't • SW513 • SW169 . • t-s3 SW170 8 " SW507 • SW565 SW560 ,...WUbb 77 12000* 4780 • t SW564 • ; 7562 1 '3410 $ SW64 Rnw n Len , 41:& 4 ° G2 24 T23N R4E W 1/2 - - - q Location (floor /room no.) - - - - v -- ti Fixture Description n P , N 1 WA 41004 5 � v Number of Fixtures Watts/ Fixture Watts Proposed Applicant Address: 9 u vveciYE -tJ pis Sul'IE 4Uo Applicant Phone: 1 ,„, c1viei > � 'lk tali qQj SS A (fu oa,5 i I* A s 40+w ills 0 1(6 4.6 431 4) 0 •-•-•'.. ,..„,........•■•••""-*-- N/A 1 t M1/4t 1 Project Info Project Address 1001 1 ,t ptc,t16 wk`{ Date I i l - i 100 n P , N 1 WA 41004 5 � v For Building Department Use RECEIVED CITY OF TUKWILA NOV — 8 2000 PERMIT CENTER ratviuwe t-tr Applicant Name: pp NE let-20 N.1 Applicant Address: 9 u vveciYE -tJ pis Sul'IE 4Uo Applicant Phone: 1 ,„, c1viei > � 'lk tali qQj . .,t...,..... - -/? Location y "e, • ^ - -- - Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed ratviuwe t-tr 40o w opts wrur w'n rt = 4400 12 4-Cao SS A (fu oa,5 i I* A s 40+w ills 0 1(6 4.6 431 4) 0 Location (floor /room no.) Occupancy Description Allowed Watts per ft " Area in ft Mowed x Area KVA " From Table 15 -1 (over) - document all exceptions taken from footnotes Total Mowed Watts 1997 ,hin ton State Nonresidential e'er. Code Co ance Form Lighting Summary LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Re Edition • June 1999 Project Description I CI New Building 1.3 Addition W ❑ Alteration % oT R Compliance Option Prescriptive ❑ lighting Power Allowance LI Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) , ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Li Watta (Interi default table in the NREC Technical Reference Manual may also be used. e (Interior) (May not exceed Total Allowed Watts for Interior) Total Proposed Watts may not exceed Total Allowed Watts for Interior Proposed Lighting Wattage (Exterior) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Location Covered Parking Open Parking Outdoor Areas Bldg. (by facade) Bldg. (by perim) Description Note: for building exterior, choose either the facade area or the perimeter method, but no both) Allowed Watts per ft per If 0.2 W/ft 0.2 W/ft 0.2 W/ft 0.25 W/ft Area in ft (or If for perimeter) 1G 65 4-00 v4 ViPty !pour vATIAt t . dbo 400 t■ arts I . in 7.5W/if Total Allowed Watts Allowed Watts x ft (or x if) %7, t'R Ytp r -i nrl IMay not exceed Total Allowed Watts for Exterior) Total Proposed Watts may not ex Total Allow Watts for enor Tatal Pr�N�a�d Watts �Zj 00 $'Hn9'rb5''M'' " ___ _ . ____ 4 trQriA QNs., Mrt'rm. yssrti? rd9 .ottteive`*m^pisoritmk � tF + -: *motel or,t r m r.1 mg-,,ta.�rr , sana;. W no _,:?.i!swi, _�IIw+�Tra.ntrnte . z W 2 00 co I : !` CO Li_ W0 g -J W F z = I- z t- uj U 0 . 0 I- W H • . w N , 0 I— O z Mechanical - General Requirements , 1997. .shin ton State Nonresidential Ener• Code Co. ,fiance Form • Mechanical Permit Plans Checklist 1997 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Fine Edition • June 1998 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1 through 14-3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of provid space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124.1991. Storage•water heaters used in combination space heal and water heat applications shall have ether an Energy FActor (EF) or a CAE 1411.4 Packaged Electric Heating and Cooling Equipment: Packag electric equipment providing both h eat ng and cooing with a total cooling capacity greater than 20,000 Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities, 1412 Controls 1412.1 Temperature Controls: Each system shal be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadbend Controls: When used to control both comfort heating and cooling, zone thermostatic dontrols shall be capable of a deadband of at least 5 degrees Fwithin which the supply of heating and cooing energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buidings complying with Section 1 141.4, if in the proposed building energy analysis, heating and cooing thermostat setpoints ara set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a at shall . be provided. 1412.4 Setback d u : VAC systems shall be equipped with automatic controls n a •eduction of energy use through control setbac u periods of non -use or alternate use of thus b e automatic controls shall have a minimum seven -d c c le of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpolnt. 2. Cquipment with full bad demands of 2 kW (6,826 8ludf) or less may be controlled by readiy accessble manual off -hour controls. 141 2.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power falure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion ar intakes. • 1412.5 Host Pump Controls: Unitary air cooled heat pumps shal include microprocessor controls that minimize supplemental heat usage during start-up, set-up, and defrost conditions. These controls shall antcpate need for heat and use compression heating as the flrst stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shat have modulating or staged combustion control. Exceptions: 1, Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each ar supply outlet or air or water terminal device shat have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves, 1413 Alr Economizers 1413.1 Operation: Ar economizers that be of automatically modulating outside and return air dampers to provide 100 percent of the design supply ar as outside air to reduce or eliminate thedrfaed•lor mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of delenmining if outside ar can meet part or at of the bulding's cooing loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shat be capable of providing partial cooling even when add itienal mechanical cooing is requited to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is requited sinukaneously. Except lore Economizers on Individual, direct expansion, cool systems wih capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and medlancal cooling for the purpose of preventing ice formation on cooing coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required is as folows: • 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 nches: seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shal not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Inaulatlom Ducts and plenums that are constructed and function as part of the buidng envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, at leakage, and building envelope hsulatbn levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by Insulating surfaces to a minimum o f R -11 and any exterior envelope surfaces per Chapter 1 3. Outside air duct runs are considered building envelope unti they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut-off damper Once outside air ducts meet the above isted requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other ducts and plenums shat be thermaiy insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415,1 Insulation: Piping shall be thermally insulated in accordance with Table 14-6. Exception: Piping instated within unitary HVAC equipment. W ater robes outside the conditioned space shall be insulated in accordance with W ashington State Plumbing Code (WAG 51-26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQU IPM ENT) ._. 1421 System Type: To quaify as a simple system, systems shall be one of the following: 1. Air cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. 2. Ar cooled, constant volume spit systems, which provide heating, cooling or both, with cooling capacity of 84,000 Btu/h or less. 3. Healing only systems which have a capacity of less than 5,000 cfm or which have a mnimum outside air supply of less than 70 percent of the total air circulation. All other systems shat comply with Sections 1430 through 14.38. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats shal be interlocked to prevent simutaneous heating and cooling. Systems which provide heating and cooling sinutaneousy to a zone are prohibited. 1423 Economizers: Economizers meeting the requirements of Section 1413 shal be instated on single package unitary fan - cooing units having a supply capacity of greater than 1.900 dm or a total coding capacity greater than 54,000 Btu/h. The total capacity of at units without economizers shal not exceed 24 0,00 0 Btu/h per building, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate Air Distribution Systems: Zones with special process tern perature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions, J, "a:sr ...ry , ..; ..." . Z W U 0 W H CO Li. W O 2 g = W z Z 1- W W Q ' N it 0 )- W W I I- u. U, W Z U - - 0 Z EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 Mechanical - General Requirements , 1997. .shin ton State Nonresidential Ener• Code Co. ,fiance Form • Mechanical Permit Plans Checklist 1997 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Fine Edition • June 1998 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1 through 14-3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of provid space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124.1991. Storage•water heaters used in combination space heal and water heat applications shall have ether an Energy FActor (EF) or a CAE 1411.4 Packaged Electric Heating and Cooling Equipment: Packag electric equipment providing both h eat ng and cooing with a total cooling capacity greater than 20,000 Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities, 1412 Controls 1412.1 Temperature Controls: Each system shal be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadbend Controls: When used to control both comfort heating and cooling, zone thermostatic dontrols shall be capable of a deadband of at least 5 degrees Fwithin which the supply of heating and cooing energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buidings complying with Section 1 141.4, if in the proposed building energy analysis, heating and cooing thermostat setpoints ara set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a at shall . be provided. 1412.4 Setback d u : VAC systems shall be equipped with automatic controls n a •eduction of energy use through control setbac u periods of non -use or alternate use of thus b e automatic controls shall have a minimum seven -d c c le of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpolnt. 2. Cquipment with full bad demands of 2 kW (6,826 8ludf) or less may be controlled by readiy accessble manual off -hour controls. 141 2.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power falure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion ar intakes. • 1412.5 Host Pump Controls: Unitary air cooled heat pumps shal include microprocessor controls that minimize supplemental heat usage during start-up, set-up, and defrost conditions. These controls shall antcpate need for heat and use compression heating as the flrst stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shat have modulating or staged combustion control. Exceptions: 1, Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each ar supply outlet or air or water terminal device shat have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves, 1413 Alr Economizers 1413.1 Operation: Ar economizers that be of automatically modulating outside and return air dampers to provide 100 percent of the design supply ar as outside air to reduce or eliminate thedrfaed•lor mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of delenmining if outside ar can meet part or at of the bulding's cooing loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shat be capable of providing partial cooling even when add itienal mechanical cooing is requited to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is requited sinukaneously. Except lore Economizers on Individual, direct expansion, cool systems wih capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and medlancal cooling for the purpose of preventing ice formation on cooing coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required is as folows: • 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 nches: seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shal not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Inaulatlom Ducts and plenums that are constructed and function as part of the buidng envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, at leakage, and building envelope hsulatbn levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by Insulating surfaces to a minimum o f R -11 and any exterior envelope surfaces per Chapter 1 3. Outside air duct runs are considered building envelope unti they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut-off damper Once outside air ducts meet the above isted requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other ducts and plenums shat be thermaiy insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415,1 Insulation: Piping shall be thermally insulated in accordance with Table 14-6. Exception: Piping instated within unitary HVAC equipment. W ater robes outside the conditioned space shall be insulated in accordance with W ashington State Plumbing Code (WAG 51-26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQU IPM ENT) ._. 1421 System Type: To quaify as a simple system, systems shall be one of the following: 1. Air cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. 2. Ar cooled, constant volume spit systems, which provide heating, cooling or both, with cooling capacity of 84,000 Btu/h or less. 3. Healing only systems which have a capacity of less than 5,000 cfm or which have a mnimum outside air supply of less than 70 percent of the total air circulation. All other systems shat comply with Sections 1430 through 14.38. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats shal be interlocked to prevent simutaneous heating and cooling. Systems which provide heating and cooling sinutaneousy to a zone are prohibited. 1423 Economizers: Economizers meeting the requirements of Section 1413 shal be instated on single package unitary fan - cooing units having a supply capacity of greater than 1.900 dm or a total coding capacity greater than 54,000 Btu/h. The total capacity of at units without economizers shal not exceed 24 0,00 0 Btu/h per building, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate Air Distribution Systems: Zones with special process tern perature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions, J, "a:sr ...ry , ..; ..." . Z W U 0 W H CO Li. W O 2 g = W z Z 1- W W Q ' N it 0 )- W W I I- u. U, W Z U - - 0 Z Use' LPA (W /ft Use' LPA (W /ft Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber.shops, beauty shops 2 Atria (atriums) 1 Hotel banquet /conference /exhibition halal• 2 Assembly spaces ° , auditoriums, gymnasia ° , theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 R es taurants/bars 1 Cafeterias, fast food establishments 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail 8 Retail banking 1.5 Gas stations, auto repair shops° 1.5 Locker and/or shower facilities 0.8 . Institutions 1.5 Warehouses '', storage areas 0.5 Librariess 1.5 Aircraft storage hangars 0.4 N using homes 1.5 Parking garages s•e s•oifa, 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (Including but not limited to schools, hospitals, institutions, museums, banks, churches) s " 1.2 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers Q Other Qualification Checklist Note: If occupancy type is 'Other' and fixture answer is checked. the number of fixtures in the space Is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. ughtlng Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T-G, T -8 or PL, and 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts • Lighting Summary (back) LTG -SUM 1997 W•shington Slats Nonresidential Energy Code Compliance Forms 1997 Ww.tin ton State Nonresidential Ener• Code Co, dance Form Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting ootno First Edition •June 1998 1. In cases in which a use is not mentioned specifically, the Unit PowerAlloxance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt arms. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common arms, use the Unit Light Power Allowance far assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used fcr the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court arm is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, foe computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lighting Permit Pla s Checklist LTG -CHK tSYV Washington Stets Nonresidential Energy Coos Complaints Forms FM Eamon • June 14M Project Address 'q I LCNbrAc pES 'NAT . I Date 1110 100 The following information is necessary to check a lighting permit application for compliance with the lighting requirements In the 1994 Washington State Nonresidential Energy Code. Applicability (circle) I I Code Section f Component 'Information Required Location on Plans f Building Department Notes LIGHTING CONTROLS (Section 1513) yes no n• a. 1513.1 Local controVaccess Schedule with type, indicate locations rug no n• a . 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, Indicate locations Yes no 11.4. vertical glazing Indicate vertical glazing on plans yes no n••• overhead glazing Indicate overhead glazing on plans rid no n• ••I 1513.4 Display /exhib/speciai Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location • no n•a. (a) timer w/backup Indicate location 1 (rigs no n••• (b) photocell. Indicate location PE•04 1513.6 Inter. auto shut -off Indicate location r•• no n••• 1513.6.1 (a) occup. sensors Schedule with type and locations r•• no n••• 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans GHTING WATTAGE (Sections 1520 - 22 or 1530 -32) no Lighting Sum. Form Completed and attached. ,r•s Schedule with fixture types, PE -04- lamps, ballasts, watts per fixture ELECTRIC MOTORS Section 1511 Ye• no U.A. Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency 1997 "'" - 'hington State Nonresidential Energy Code Comr" - ice Form If "no" Is circled for any question, provide explanation: Z JU 00 co co W W O u _ d `: = UJ H Z � ZO O !, 2 o 0 U CI LL f— 0 Z iii U _' ,. O Z Tukwila Temporary Platform Calculations Permit Submittal - October 20, 2000 KPFF Job # 100395 KPFF Consulting Engineers 1201 Third Ave., Suite 900 Seattle, WA. 98101 RECEIVED CITY OF TUKWILA Nov - 8 2000 PERMIT CENTER Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -8130 Civet"—, NCO p,lJ " 5 Yr. 4/ ac. I 1 Pei/c. 0/;- ; -Atf I) mod K1/4 -- ru4 w1 ja location cil.nt Citc uL t p14 ! k$, 4' , rw Tit/101/4 ? -0,A 1,-. it'liJC . : Cp = 10 ( - L) 0. ?s (Fe ; ;d F, (C lin p D Co = /•off = (?." (Fv) 0. .7 ; i i F (C,J 7r9 , CA4 r 0 ) 0.i (e) _ J. Ct � 6, ) CF (f, 4-, ) c �N ( } c,, (F c, ()--;) _. C: .ar(C) .ar (LL) (LL' DL) ll-ppr 0.1' • DI, (f' /R. /",4 r n.) 's 1kf ,114yr„L (WO ;1 "p (y.,/,,,d 4 Y 3 '' /ft 7 pry' a U) C P dote to /ill0o w..t no. I toe no. tr � to 0, V) w{ LL t w �: z � Ul U w wj z ' Lu U U , 0 ~ `. 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A h . a = S - C C1j Cey C,(: disq - 0. = : - spy I J- rD � � = 5d (,7) - NO. t, C : P • ��r .. = P Cols AS_L/ J Cr/ /*I- Cep • I 0 tilt.- ), d Nominal Size bxd Standard Dressed Size (S4S) bxd inches x inches Area of Section A inz x•x AXIS Y -Y AXIS Approximate weight in pounds per inear foot (lb,tt) of piece when density of wood equals: Section Modulus S„ in3 Moment of Inertia I„ in Section Modulus S ri in3 Moment of Inertia I ry in.+ 251b/ft 30 lb/11 35 IMO 40lb/1t 45 lb/f1 50Ib/ft 1 x 3 3/4 x 2-1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4 x 3.1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 3/4 x 5.1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3/4 x 7 -1/4 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 1.888 1 x 10 3/4 x 9.1/4 6.938 10.70 49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409 1 x 12 3/4 x 11-1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930 2 x 3 1.1/2 x 2.1/2 3.750 1.563 1.953 0.938 0.703 0.651 0.781 0.911 1.042 1.172 1.302 2 x 4 1 -1/2 x 3.112 5.250 3.063 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823 2 x 5 1 -1/2 x 4.1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 2 x 6 1.1/2 x 5.1,2 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 2.865 2 x 8 1-1/2 x 7-1/4 10.88 13.14 47.63 2.719 2.039 1.888 2.266 2.643 3.021 3.398 3.776 2 x 10 1.1/2 x 9.1/4 13.88 21.39 98.93 3.469 2.602 2.409 2.891 3.372 3.854 4.336 4.818 2 x 12 1 -1/2 x 11.1/4 16.88 31.64 178.0 4.219 3.164 2.930 3.516 4.102 4.688 5.273 5.859 2 x 14 1.1/2 x 13.1 ;4 19.88 43.89 290.8 4.969 3.727 3.451 4.141 4.831 5.521 6.211 6.901 3 x 4 2 -1/2 x 3.1/2 -8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3 x 5 2-1/2 x 4.1:2 11.25 8.438 18.98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906 3 x 6 2 -1/2 x 5-1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 3.819 4.297 4.774 3 x 8 2 -1/2 x 7 -1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2 -1/2 x 9.114 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2.1/2 x 11.1/4 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.789 9.766 3 x 14 2 -1/2 x 13.114 33.13 73.15 484.6 13.80 17.25 5.751 6.901 8.051 9.201 10.35 11.50 3 x 16 2.1/2 x 15.1,4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 13.24 4 x 4 3-1/2 x 3-1;2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 4 x 5 3-1/2 x 4.1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469 4 x 6 3-1/2 x 5.112 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684 4 x 8 3 -1/2 x 7 -1 ;4 25.38 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7.930 8.811 4 x 10 3 -1/2 x 9.1;4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24 4 x 12 3 -1/2 x 11.1;4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67 4 x 14 3.1/2 x 13.1.2 47.25 106.3 717.6 27.56 48.23 8.203 9.844 11.48 13.13 14.77 16.41 4 x 16 3 -1/2 x 15-1.2 54.25 140.1 1086.1 31.64 55.38 9.42 11.30 13.19 15.07 16.95 18.84 5 x 5 4-1/2 x 4 -1:2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5.625 6.328 7.031 6 x 6 5 -1/2 x 5-1.2 30.25 27.73 76.26 27.73 76.26 5.252 6.302 7.352 8.403 9.453 10.50 6 x 8 5-1/2 x 7.1,2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 12.89 14.32 6 x 10 5-1/2 x 9.1,2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16.33 18.14 6 x 12 5-1/2 x 11-1/2 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15.37 17.57 19.77 21.96 6 x 14 5 -1/2 x 13.1:2 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78 6 x 16 5 -1/2 x 15.1;2 85.25 220.2 1707 78.15 214.9 14.80 17.76 20.72 23.68 26.64 29.60 6 x 18 5-1/2 x 17-1/2 96.25 280.7 2456 88.23 242.6 16.71 20.05 23.39 26.74 30.08 33.42 6 x 20 5-1/2 x 19-1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24 6 x 22 5.1/2 x 21.1.2 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5 -1/2 x 23.1/2 129.3 506.2 5948 116.5 325.8 22.44 26.93 31.41 35.90 40.39 44.88 8 x 8 • 7-1/2 x 7.1/2 56.25 70.31 263.7 70.31 263.7 9.766 11.72 13.67 15.63 17.58 19.53 8 x 10 7-1/2 x 9 -1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17.32 19.79 22.27 24.74 8 x 12 7.1/2 x 11.1/2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95 8 x 14 7 -1/2 x 13.1,2 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 28.13 31.64 35.16 8 x 16 7-1/2 x 15.1/2 116.3 300.3 2327 145.3 544.9 20.18 24.22 28.26 32.29 36.33 40.36 8 x 18 7-1/2 x 17 -1 ;2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57 8 x 20 7-1/2 x 19 -1/2 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 50.78 8 x 22 7 -1/2 x 21 -1:2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 8 x 24 7 -1/2 x 23.1,2 176.3 690.3 8111 220.3 826.2 30.60 36.72 42.84 48.96 55.08 61.20 10 x 10 9-1/2 x 9.1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 10 x 12 9 -1/2 x 11-1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 10 x 14 9.1/2 x 13.1/2 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 44.53 10 x 16 9 -1/2 x 15.1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13 10 x 18 9 -1/2 x 17-1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73 10 x 20 9-1/2 x 19.12 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32 10 x 22 9-1/2 x 21-1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92 10 x 24 9 -1/2 x 23 -1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 62.01 69.77 77.52 TABLE 1B - SECTION PROPERTIES OF STANDARD DRESSED (S4S) SAWN LUMBER 10 • I" W m QQ 2 W � J U U O N 0 W W J W O g Q a : I- _ I- : F- O Z O D W W` U IL 1- W Z U_ N s b Vi O Z iniermwr • H10 -2 H3 6i 51; • i ib r { 'r 3f 1_1_ 4 24. I✓ H4 U.S. Patent 4,714,372 20' V, 112.5 lt"" I!y I- H2 4 I H7 ' "Ti" (H15�2 3L•% 6 Z� r- 2k"-.! y i e H5 r U.S. Patent 4,714,372 1110 (H1OR similar) U.S. Patents 4,291,996: 4,480,941; Canada Patent 1,193,418; other Patent Pending 5." 4 � I _t 2a H15 (1115 -2 similar) Model I Ga Fasteners To To Rafters I Plates To Studs I Allowable Loads Uplift Uplift (Lateral (1331160) Avg Ult (133) (160) 1 Fr F2 • I I � Ht ! 18 16.8dx11/2 4.8d 1 - 1958 490 585 485 165 ! 455 - - -- 150 415 - 11433 455 455 125 160 H2 118 ' 5.8d I - I 5.8d 1 1040 1 335 335 - 335 3 415 360 H2.5 ! 18 I 5.8d i 5-8d H3 1 18 ! 4-8d I 4-8d - 11101 360 360 165 160 Uplift Load with 8dx11/2" Nails (133 & 160) H4 • 20 4•8d I 4-8d H5 • 18 , 4.8d 4-8d I - 11425 1 455 465 115 200 H6 116 I - I 8.8d 1 8-8d 13983 1 915 ' 950 . 650 1 - H7 i 16 I 4-8d I 2-8d I 8-8d 1 2991 930 ! 985 ' 400 ; - 2967 1 905 920 585 525 I - H1OR 18 1 8.8dx1 7 /2 ; 8.8dx1' /2 I - 12967 1 905 920 585 525 455 1110 181 B- 8dx11/2 l8- 8dx1?i21 - 1110.2 18I 6.10d I 6.10d i - 124471760 : 760 455 395 1115 1 16 14- 10dx1'/2 14.10dx1 Y2l 12-10dx1 Y2l 6070 6070 1 1300113001 575 - - 13001 1300 575 i - H15.2 1 16 14 -10dx1 V214.10dx1 12.10dx1 � I 1. Loads have been increased 33% and 60% for wind or earthquake loading; no further increase allowed. 2. Allowable loads are for one anchor. A minimum rafter thickness of 21/2"must be used when framing anchors are installed on each side of the joist and on the same side of the plate. H1 Installation -can eliminate costly rafter notching FOUR SHEAR E NAil HOLES H SEISMIC AND HURRICANE TIES H3 Installation NEW! The H10.2 attaches a 2 -ply rafter or a rafter and ceiling Joist to the top plates. The H15 attaches over the heel of the ratter or truss directly to the stud below, at pitches from 0:12 to 7:12. This series provides wind and seismic ties for trusses and rafters. H10 and H1OR provide uplift and lateral load resistance parallel and perpendicular to the top plates. Optional positive angle nailing connects shear blocking to rafter. Slot allows field - bending; bend one time only. MATERIAL: See table FINISH: Galvanized. Some products available in stainless steel or Z -MAX; see Corrosion - Resistance, page 5. INSTALLATION: ■ Use all specified fasteners. See General Notes. • The H1 can be installed with flanges facing outwards (reverse of illustration #1). When installed inside a wall, a birdsmouth cut is required. • H2.5, H3, H4, and H5 ties are shipped in equal quantities of separate rights and lefts. • Bend the H7 over the top of the truss. Install a minimum of four Sd nails into the truss, including two into the side of the truss. • H1 and H10 do not replace solid blocking. CODES: BOCA. ICBO, SBCCI Nos. NER -422, NER -393, NER -499; Dade County, FL No. 93- 0828.4; City of L.A. No. RR 24818. 3. Allowable uplift load for the H4 stud to bottom plate installation is 315 Ibs: 370 lbs for 112.5. 4. When cross -grain bending or cross -grain tension cannot be avoided. mechanical reinforcement to resist all such forces should be considered. H2 Installation 114 Installation (H2.5 similar) (see footnote 3) 0 H2.5 Installation H4 Installation • U z a s a 0 U w CO 0 z 0 a. 0 C.) 0 `8i 30 MM) 3741: 9$ Y}.' qf7 YMY1hWI."' tl'/. p^} y' 9/ ff?0 '�f't.MP'Fin?!11A!AZ,.n't.`w.fr w?S�y.;t L iaMYtYQM1I' +M� +R'.At FM. ANT' Miv :Y.�°ftts'M'.113YSMti�:WR*w?WKfiRY 6: K! 0Yi- 4. %k1NTMt^9MS!CSh9M ST14 3RrtT$M°F�'vaY:gv., Z f3: w 6 :. 0 0 '. en 1D . co w J =' W LL ww O LLQ I- _ ', Z �. Z D O U O N '! w H -' W Z , U O Z SOUNDTRANSIT Central Puget Sound Regional Transit Authority Invitation for Bid kwila Commuter Rail Station Temporary Platform Volume 2 of 3 Technical Specifications ;Or: ROFE T ry UKWILA w V LO00 PERMIT ` CENTER t 1h ^C71n., Cs L. r P4! !tnnrrI rn1r4 «rp IFB No. RTA/CR 179 -00 September 2000 E2OOO- W D: 00, w 0, N IL _, CO U,; w0 g N 3 ` = d I- al z � o Z I- . 2 0 D i ,0 IA 0 W W o u z U 0 p. SPECIFICATIONS SOUNDER COMMUTER RAIL TUKWILA COMMUTER RAIL STATION — TEMPORARY PLATFORM DIVISIONS 1 — GENERAL REQUIREMENTS RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform SOUND TRANSIT TABLE OF CONTENTS DIVISION 0 — GENERAL PROVISIONS AND BIDDING REQUIREMENTS 00010 Invitation For Bid 00100 Instructions To Bidders 00200 Checklist Of Bid Forms 00201 Declaration And Acknowledgement 00202 Bidding Schedule 00203 Bid Guaranty Bond 00204 Contractor's Small Business Participation Plan, 00204 Contractor's Small Business Participation Plan, 00205 Proposed Subcontractors 00205 Proposed Subcontractors 00206 Summary Of Good Faith Efforts 00301 Qualifications Information 00401 Agreement 00402 Performance And Payment Bond 00500 General Provisions 00600 Diversity Program 01010 Summary of Work 01012 Project Administration 01017 Rail Coordination and Safety Exhibits C and C -1 01019 Owner Furnished Items 01025 Measurement and Payment 01063 Health and Safety Program 01400 Quality Control 01500 Construction Facilities and Temporary Controls 01560 Environmental Controls TOC -1 Table of Contents CC 2 00: w = w 0 a. H w; z z t- 0 O I—± w w Li w � : U N 0 ' • DIVISON 2 — SITEWORK 02110 Site Clearing and Grubbing 02207 Aggregate Materials 02211 Rough Grading 02270 Erosion & Sediment Control 02510 Asphaltic Concrete Paving 02763 Cement Concrete Curb, Curb and Gutter, and Sidewalks 02765 Payment Markings and Signage 02831 Chain -Link Fences and Gates 02846 Precast Concrete Wheelstops DIVISION 3 03200 03300 - CONCRETE Concrete Reinforcement Cast -in -Place Concrete DIVISION 4 - NOT USED DIVISION 5 - METALS DIVISION 6 - WOOD 06100 Rough Carpentry DIVISION 7 — Thermal and Moisture Protection 07180 Deck Coating 07411 Performed Roof Panels DIVISION 8 — Doors and Windows DIVISION 9 — FINISHES 09614 Retrofit Tactile Warning Tile DIVISION 10 —15 NOT USED RTAICR 179 -00 Tukwila Commuter Rail Station — Temporary Platform TOC -2 Table of Contents • )g V/ Wi W O g a 'F W, z H Z F-; 0 I— w Wf 2 w Z o Zh DIVISION 16 — ELECTRICAL 16000 Index of Electrical Specifications 16010 Basic Electrical Requirements 16050 Basic Electrical Materials and Methods 16110 Raceways 16115 Underground Electrical 16120 Wires and Cables 16130 Boxes and Cabinets 16140 Wiring Devices 16170 Grounding and Bonding 16190 Supporting Devices 16195 Electrical Identification 16420 Temporary Power 1642x Service Entrance 16470 Panel Boards 16475 Over- current Protective Devices 16500 Lighting RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform End of Table of Contents TOC -3 Table of Contents RTNCR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 1 TOC -4 Table of Contents F PART 1— GENERAL 1.1 SUMMARY SECTION 01010 SUMMARY OF WORK The Work of this Contract consists of: I- w I- 6D A. Various items of Work utilizing lump sum and unit price pay items. 0 00 N 0' B. A Temporary Platform and temporary parking and lighting facilities are planned adjacent to the Burlington Northern Santa Fe (BNSF) tracks on the South side of ( ; Longacres Way ( South 158 Street) within the City of Tukwila. The Work generally w O includes but is not limited to: g -, J u_< D 1. CONSTRUCTION OF THE TEMPORARY TUKWILA STATION IN = d TUKWILA. The firm selected to provide construction will provide significant u functions directly for and in support of Sound Transit Commuter Rail Division's ? ' t-0 Construction Manager. Functions may include but are not limited to: , z i— a) Two wood platforms (10' x 600') and two ramps (8' x 250') with 22 55 v a if of 4 ft high chain link guardrails. Platform construction is a wood frame deck ;0 OF on piers with 5/4 marine plywood decking; — w w b) Asphalt patching and some overlay of an existing 200 car parking lot. 0 Includes seal coating and striping of lot; iii z c) 1344 If of 6' chain link fence around the perimeter of the parking lot; 0 , cover; RTA/CR 179-00 Tukwila Commuter Rail Station — Temporary Platform d) Clearing and grubbing of 40,000 sf of blackberry and other low ground e) Power and lighting for platforms and parking lot. f) Concrete retaining wall and concrete sidewalk C. Cooperation and avoidance of impacts to appropriate railroad operator's (BNSF) operation and facilities, as indicated in paragraph 1.02 below, in Section 01017 and the Contract Drawings, including but not limited to: 1. Executing a Right -of -Entry agreement with appropriate railroad operator 2. Sending required construction personnel to appropriate railroad operator conducted or approved safety class via Web site @ www. 01010 -1 Summary of Work contractororientation.com . Scheduling items of Work to avoid conflict with train operations. D. Receiving, transporting, storing, and installing certain materials to be furnished by Sound Transit as specified in Section 01019. E. Cooperation with other activities under construction on, or around, the Site. F. Completion of the required activities identified in Project Administration, as defined in Section 01012. Sound Transit reserves the right to award any or all or none of the various items of Work listed in this contract. 1.2 REFERENCE DOCUMENTS Reference Documents are available for review by the Contractor at Sound Transit Contracts Division from 9:00 am to 5:00 p.m. weekdays. Contractor shall be responsible for reviewing these documents. A. None 1.3 OWNER FURNISHED ITEMS A. The Contractor will install the following Owner Furnished Items during the performance of this contract: 1. Retrofit Tactile Warning Tiles B. The Owner may install the following Owner Furnished items during the performance of this Contract: 1. Ticket Vending Machines 2. Station Temporary Operational Signage 3. Other items identified in Section 01019 may be installed 1.4 OTHER ACTIVITIES NEAR THE PROJECT SITE A. Below is a list of known construction projects in the area. During the work of this Contract, new or additional projects may arise. The Contractor is responsible for scheduling and coordinating its work to avoid conflicts with the other projects. Road closures shall be prohibited without prior approval from the local or state authority having jurisdiction over the road. Access to public or private businesses must be maintained at all times. Interference with BNSF rail operations is prohibited. 1. None in the immediate vicinity of the site RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01010 -2 Summary of Work 1.5 SURVEY INFORMATION A. Sound Transit will establish a bench mark and project baseline at the start of the project. The Contractor will confirm with Sound Transit the reference survey data at the start of construction. From the information provided, the Contractor shall develop and make such additional surveys as are needed for construction. Submit control work and cut sheet to the STCM in advance of work operations. 1.6 SPECIFICATION LANGUAGE A. Portions of the Specifications are written in imperative and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words "shall be" shall be included by inference where a colon (:) is used within sentences or phrases. 1. Examples: PART 2 MATERIALS Not used. PART 3 — EXECUTION Not used. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform a. Aggregate: ASTM C33 b. Adhesive: Spread with notched trowel END OF SECTION 01010 -3 Summary of Work �..:....: :,..W..: .. ..:.::.. ...:.•.,,,,,�. ,.. :�a, °u.�:+..�.rd.:.:: t..- +�w+v:..,:; PART 1 GENERAL 1.01 SUMMARY 1.02 CONTRACT TIME SECTION 01012 PROJECT ADMINISTRATION A. This Section describes the project administration requirements including project scheduling, meetings, permits, submittals, record - keeping, and project closeout requirements that the Contractor shall incorporate into the performance of this Contract. A. The Contract Time for the Work (see Section 01025) listed is: 1. Contract duration to achieve substantial completion is 60 Calendar Days 2. Final completion and acceptance shall be 30 days following substantial completion B. Failure of the Contractor to finish within the Contract Time will result in liquidated damages being assessed against the Contractor in accordance with Section 00500 - 10.04 in the following amounts: RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform a. Liquidated damages for failure to meet date of substantial completion shall be $2501 day. C. The Contractor shall commence work immediately upon Notice to Proceed (NTP) and pursue the Work in an orderly fashion such that the Contract Time and all Milestones are met. Secure all regulatory permits and approvals prior to start of the Work. 1.03 MILESTONES AND SEQUENCE OF CONSTRUCTION A. The Intermediate and Revenue Service milestones, sequence and limitations of construction are dictated by the specific characteristics of the work and the site. The Contractor shall comply with and include in its construction schedule the specific milestones and limitations of work specified in this Section. Failure to complete specified work for a revenue service milestone shall result in liquidated damages being assessed against the Contractor. B. Intermediate Milestones: 1. Execute the Right -of -Entry agreement with appropriate railroad operator (BNSF), on the form attached to Section 01017. Complete within three calendar days after the effective date of the Limited Notice to Proceed (LNTP). 01012 -1 Project Administration 2. Complete the railroad safety course for Contractor's and subcontractors' staff scheduled to be assigned to the work within the first 5 calendar days after the LNTP. C. Revenue Service Milestones 1. Complete the Northerly 275 ft of platform, including mini -high platforms, on the East and West sides of the track, all walkway ramps and stairways, the undercrossing improvements for pedestrian access, the sidewalk improvements on Longacres Way, seal coating and striping of the parking lot by November 6, 2000. 2. Complete remainder of Work, including installation of lighting and power, TVM shelters and all other work by 60 calendar days after effective date of NTP: D. Sequence of Work: The Contractor shall commence work immediately upon effective date of Notice to Proceed (NTP) and perform the work in an orderly fashion such that the Contract time and all milestones are met. The Work requires careful sequencing to properly coordinate the work with activities related to Sound Transit's acquisition of property and relocation of tenants, coordination with BNSF's track - related improvements, compliance with permits from local, state, and federal agencies, and proper sequencing of construction activities. E. Constraints: The Contractor shall take under consideration the following constraints in planning and executing the work. 1.04 HOURS OF WORK 1. The Right of Entry Permit for appropriate railroad operator (BNSF) is required when working within the railroad Right of Way. Comply with instructions of the railroad flagger. 2. Secure all regulatory permits and approvals prior to start of the work. 3. Access for vehicular traffic under the BNSF tracks at Longacres Way has been closed by BNSF. The Contractor may use this access for construction provided however clearance is limited. A. Limit the hours of Work, for all Work- related activities, to the following schedule, unless otherwise further constrained by permits or agreements or approved by the STCM. Weekdays: 7:00 AM to 10:00 PM. Saturdays: 8:00 AM to 5:00 PM. Sundays: 8:00 AM to 5:00 PM. 1.05 UTILITY COORDINATION RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01012 -2 Project Administration I — ce UJ 0 0 to o ' , rnw• CO cL w o u. z o z D c�i o 6N o I - wW H LEI z N o z A. Coordinate utility removals and relocations with the following agencies: 1. Puget Sound Energy - Coordination of new service and work around existing facilities. Sound Transit to provide PSE contact. 2. Active Railroad Signals: The Contractor shall contact BNSF's Call Before You Dig & Dig Permits, (817) 593 -5900, prompt 2 1 1.-z Also contact BNSF's local communications department: Lir a. Operations Communication, (206) 625 -6241 v b. General Signal Supervisor, Jim Abbey, (206) 625 -6888 g P Y( ) ' W w Call at least two working days, but not more than 14 calendar days, prior to J u) LL commencing work. Callers should reference the Sound Transit commuter rail uj 0 project number (RTA/CR 132 -00). 2 _ '; J 3. U.S. West Communications - All Issues: Contact Joel Miller (253) 597 -5689 at a <' co least 15 working days prior to the date the facilities should be removed or 0 relocated. z f 4. MCI - Fiber Optics through the Station Sites: Contact Jerry Drake at (425) 201 1.- 0 0903 for fiber optics locations. w u ~ i ' 5. AT &T - Fiber Optics through the Station Sites: Contact Dan McGeough at (253) 0 , 395 -5258 for fiber optics locations. p -; 6. SPRINT - Fiber Optic through the Station Site: Contact Don Noe at = v (360) 759 -3495 at least 15 working days prior to commencing work. 7. "One Call" Utility Locator - Contact (800) 424 -5555 48 hours prior to digging. , ii z N U . Keep a record of the contact reference number in case of problems during o i,` construction. z 1.06 PROJECT MEETINGS A. Pre - Construction Conference: The Pre - Construction Conference will be conducted by the STCM within 3 days after receipt of acceptable bond, insurance certificates, and signed Agreement but before issuing Full Notice -to- Proceed. Purpose of the conference is to introduce attendees, establish lines of communications, and ensure that the Contractor understands the safety and contractual requirements of the Project. The conference shall be attended as a minimum by the Contractor's Project Manager, Superintendent, Safety Officer and a representative from each major Subcontractor. B. Progress Meetings: Regular Progress Meetings shall be scheduled and chaired by the STCM. Since this is a short schedule project, Progress meetings will be held weekly either at the STCM field office or onsite if this will facilitate continuation of work activities. It shall be attended by the Contractor's Representative together with Subcontractors performing work on activities on Site. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01012 -3 Project Administration uu+' ra u'ausi. .taint.*«:4 ,;.915V, Submittals and Product Data Reference Specification Due Date (days) 1. Schedules a. Schedule of Values 01012 7 b. Project Schedule 01012 7 2. Submittal Control Log 01012 7 3. Site - specific Health and Safety Plan 01063 7 4. Accident Prevention Program 01063 7 5. Priority Technical Submittals: Technical Specs 7 Minimum Agenda: 1. Review STCM - prepared minutes of previous meeting, amend minutes if necessary, and accept minutes. 2. Review unresolved questions and issues from previous Progress Meetings and further consider those questions and issues. 3. Review new questions and issues regarding delays, coordination with other agencies, changed conditions or work scope, interferences, utilities, safety issues, and requests for information. Contractor to present updated look -ahead schedule describing activities to occur in the upcoming three weeks. 4. Review status of submittals, RFI's, change issues, as -built documentation, and other correspondence. C. Safety Meetings: The Contractor's Representative shall chair all regular Safety Meetings as indicated in Section 01063, Health and Safety Program. 1.07 PERMITS A. Sound Transit will obtain the Building Permit from the City of Tukwila if required. B. The Contractor shall apply, pay for, and acquire the other permits in a timely manner to enable the Work to proceed without delay. 1.08 SUBMITTALS A. The table below identifies the specific submittals, which are required to be provided upon Notice to Proceed, and the dates by which the submittals are due. The "Due Dates" are dates counted, in calendar days, from the effective date of the Notice to Proceed. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01012 -4 Project Administration U U 0' w =' J 1— W 0 . co ( W I— 0 z � Lu U O h-! W u. U U' O z B. The Contractor shall be responsible for the accuracy and completeness of the information contained in each submittal, and shall verify that all features of all submittals conform to the Contract Documents. Submittal documents shall be clearly edited to indicate only those items which are being submitted for review. When submitting information, the Contractor shall identify and state reasons for each deviation from the Specifications and Drawings. C. The Contractor shall coordinate submittals among his subcontractors and suppliers Cr 2 including checking and certifying those submittals for compliance with applicable U O Q ; technical sections. co • W W , D. The Contractor shall coordinate submittals with the work so that work will not be LL delayed. He shall coordinate and schedule different categories of submittals, so that w O` one will not be delayed for lack of coordination with another. No extension of time 2 will be allowed because of failure to properly schedule submittals. The Contractor g Q shall not proceed with work related to a submittal until the submittal process is Li.) O complete. This requires that submittals for review and comment shall be returned to w` the Contractor stamped "No Exceptions Taken" or "Make Corrections Noted." ? O E. The Contractor shall certify on each submittal document that he has reviewed the ILI ui submittal, verified field conditions, and complied with the Contract Documents. o 0 N F. Shop Drawings: Drawings, diagrams, illustrations, design - related information, and w ra w' other data to illustrate some portion of the Work. May include, but not be limited to: H 0 ' ( 1. As -built Drawings. v � G. Administrative Submittals: Submittals that are not Shop Drawings or that do not z reflect quality of product or method of construction. May include, but not be limited to: 1. Applications for payment. 2. Construction photographs. 3. Progress reports. 4. Progress schedules. 5. Schedule of values. 6. Submittals required by laws, regulations, and governing agencies. H. Submittal Transmission: Submittals shall be accompanied by transmittal forms to be provided by the STCM. A separate form shall be used for each specific item. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: "XXX "; where "XXX" is the sequential number assigned by the Contractor. Resubmittals shall have the following format: "XXX -Y "; where "XXX" is the originally assigned submittal number and "Y" is a sequential letter assigned for resubmittals, i.e., A, B, or C being the 1st, 2nd, and 3rd resubmittals, respectively. Submittal 2B, for example, is the second resubmittal of submittal 2. RTA/CR 179 -00 01012 -5 Project Administration Tukwila Commuter Rail Station — Temporary Platform I. When the Contract Documents require a submittal, the Contractor shall submit the specified information as follows: 1. Six copies of all submitted information shall be transmitted with submittals for review and comment. Following review by the STCM, three copies of the marked -up submittal will be returned to the Contractor and three copies will be retained by the STCM. If the Contractor requires that more than three copies of marked -up submittals be returned, the Contractor shall provide the additional copies with the submitted information. J. Review and Comment: Unless otherwise specified, the STCM shall review the submittal and return three copies of the marked -up submittal within seven (7) calendar days of receipt. Three copies will be retained by the STCM. The returned submittal shall indicate one of the following actions: 1. If the review indicates that the submittal complies with the project manual, submittal copies will be marked "NO EXCEPTIONS TAKEN." In this event, the Contractor may begin to implement the work method or incorporate the material or equipment covered by the submittal. 2. If the review indicates limited corrections are required, copies will be marked "MAKE CORRECTIONS NOTED." The Contractor may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. 3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked "AMEND AND RESUBMIT." Except at his own risk, the Contractor shall not undertake work covered by this submittal until it has been revised, resubmitted and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." 4. If the review indicates that the material, equipment, or work method does not comply with the project manual, copies of the submittal will be marked "REJECTED - SEE REMARKS." Submittals with deviations, which have not been identified, clearly may be rejected. Except at his own risk, the Contractor shall not undertake the work covered by such submittals until a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." 5. Working drawings and other submittals offered to demonstrate methods, procedures, sequences, or duration for performing the Work or to detail temporary elements such as shoring, shall be checked by Sound Transit Construction Management (STCM) for compliance with applicable requirements of the Contract. Such checking will not include a detailed analysis of the design or an evaluation of the adequacy of the method, procedure, resource commitments, or time allocated for performance. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01012 -6 Project Administration d., r ,�. r..r .. r.i ar.-sC 1�' F rv�A il�e rN54. v,k .+ta - kJ ,0.Arvr" ,n:u .5%� , big : •! wi aL2'R , ' 3fir'¢!Si •' x�rALtiiAP , /r.d • y , �, . r 1. 1.10 PROJECT SCHEDULE A. Contractor's Construction Schedule: Within seven (7) calendar days of Notice to Proceed, the Contractor shall prepare and submit a detailed project schedule. This schedule shall be the Contractor's working schedule and shall be used to plan, organize, and execute the work, record and report actual performance and progress through updates, and show how the Contractor plans to complete all remaining work. B. For each progress meeting, the Contractor shall prepare an update of the current schedule to reflect work progress achieved since the previous update. 1.11 SCHEDULE OF VALUES A. Schedule of Values: The Contractor shall prepare and submit a schedule of values that corresponds to the tasks identified in the project schedule. The sum of the costs assigned to all activities shall equal the total contract value. Break down values for lump sum items and include the unit price bid items in the schedule of values as listed in the bid schedule. Round figures to nearest dollar amount. A. The Schedule of Values must be reviewed and accepted by the STCM as the basis of calculating progress payment. If, in the opinion of the STCM, the Schedule of Values is unbalanced, the Contractor will be required to present documentation substantiating the proposed values. If, in the opinion of the STCM, the Schedule of Values lacks sufficient detail to calculate progress payments, the Contractor will be required to submit additional detail. Progress payments subsequent to the required submission date for the construction schedule will be withheld until the Schedule of Values has been accepted by the STCM. 1.12 SUBMITTAL CONTROL LOG A. The Contractor shall, within seven (7) days of the effective date of the Notice to Proceed, provide Sound Transit with a Submittal Control Log consisting of a list of documents that are to be submitted by the Contractor. The Submittal Control Log required by this Section shall include a schedule for the submission of these materials. Include anticipated dates for submission and the corresponding review periods. The Contractor shall identify each submittal by specification section and identify any submittals, which may require special attention by the Contractor or STCM. 1.13 PROJECT CLOSEOUT A. Inspection and Acceptance of the Work: Inspection and acceptance of Work will be in conformance with General Provisions, Part 12.03, Acceptance of Work. B. Record "As- Built" Drawings: Prior to Final Acceptance, the record drawings referred to in General Provisions Part 7 shall be provided. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01012 -7 Project Administration �tLt o: o O' N Oi w J w O U-a co o _v w z O F- 111 uj Do —; 1- ` w - H; — O' w z. • 0 • z C. Final Acceptance: Prior to Final Acceptance, the Contractor shall ensure that the following conditions have been met: 1. Verify completion of punch list items. 2. The site is final graded without the need for further cleaning of any kind. 3. All tools, appliances, project signs, materials and equipment have been removed, except those temporary installations specified to remain in place. 4. All permits including agency sign -offs have been obtained. 5. "As- Built" Plans, Drawings and Specification, which shall include all changes, including addenda items, field adjustments, and change orders. 1.14 CONTRACTOR'S USE OF PREMISES A. City of Renton and City of Tukwila existing City utilities, streets and facilities, except as indicated in the Contract Documents, will remain in operation throughout performance of the Work. Shutdowns of such utilities, streets and facilities and interference with normal operations and maintenance is prohibited without written authorization from the City where the work is to be performed. B. Contractor's Responsibilities: It is assumed that existing facilities outside the scope of the Work are in good repair. Damage or defects noticed by the Contractor shall be reported to the STCM immediately and prior to the start of Work. Damage caused by the Contractor shall be repaired and/or replaced to a condition equal to or better than that existing prior to the damage, in accordance with Paragraph 00500 -4.05, at no additional cost to Sound Transit. C. Community Relations: One week prior to beginning work, the Contractor shall prepare a narrative of proposed work activities, including a schedule, to Sound Transit. Specifically, the following information shall be provided: 1. Identify the dates work will begin and end. 2. Identify disruptions to normal traffic flow on streets adjacent to the Site, as required. 3. Identify disruptions to access, vehicular or pedestrian, to any active business adjacent to the Site. 4. Identify restrictions to parking on any street within or adjacent to the Site. 5. Identify any work to be completed outside of normal work hours. Sound Transit will be responsible for issuing advance notification to the public at large. However the Contractor shall be responsible for the day -to -day or hour -by- hour coordination with local governmental authorities, property owners or tenants when Work directly impacts normal operations, uses, or accesses. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01012 -8 Project Administration ;r:.t: �wdaaut: i- iaF:tio�s' ti o.61 4 , . :+YtLJ:rait r�11.a4sJi iu}s�.4aca'v:;itYd ".4s' PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 01012 -9 Project Administration SECTION 01017 RAIL COORDINATION AND SAFETY PART 1 — GENERAL 1.1 DESCRIPTION OF WORK A. This Section describes the requirements for rail coordination and rail safety. B. The Contractor will be required to execute the attached agreements titled EXHIBIT "C ", CONTRACTOR REQUIREMENTS, and EXHIBIT "C1 ", Agreement Between THE BURLINGTON NORTHERN AND SANTA FE RAILWAY (BNSF) COMPANY and the CONTRACTOR, which are agreements between BNSF and the Contractor that cover liability issues and identify penalties which will be imposed upon the Contractor in the event of any train delays. C. BNSF Track Operations utilizes the mainline track for freight and passenger service as well as construction and maintenance operations. Approximately 65 trains per day travel through the Tukwila Station area. A published schedule exists for the passenger service but there is no published schedule for freight service. The BNSF Road Master, who will be identified at the preconstruction conference, can provide general information about freight movements on the mainline track but this information is related to track milepost, not to the Puyallup station particularly. BNSF does not guarantee the accuracy or completeness of any published or unpublished schedules and reserves the right to add, change or otherwise modify the level of activity across the tracks. D. Contractor shall ensure that, at a minimum, its on -site Project Supervisor(s) have attended a Safety Orientation session conducted by the BNSF Railroad, and that each of its employees, subcontractors, agents or invitees have received the same Safety Orientation through sessions conducted by or through the Contractor Safety Officer before the individual performs any work on the Project. The Contractor shall notify the BNSF Railroad no less than 15- calendar days prior to needing a Safety Orientation session(s). (Orientation is now conducted on the Internet via WEBSITE www.contractororientation.com) E. BNSF requires that BNSF - provided flagger(s) be used whenever Work is being conducted within 25 feet of the mainline track or whenever BNSF makes a determination that a BNSF - provided nagger is required. The Contractor will be required to notify BNSF when Work needs to be done within BNSF right -of -way and to request said flagger(s) from BNSF in accordance with the procedure outlined in the Right of Entry Agreement. The final decision as to the number and location of flaggers that will be required for the Work will be made by BNSF. Sound Transit will compensate BNSF for the use of BNSF - provided flagger(s). The Contractor is RTA/CR 179 -00 01017 -1 Rail Coordination and Safety Tukwila Commuter Rail Station — Temporary Platform UJ cc 2 6 UO to 0 Ill w 0 gQ 1- - z �.. F- o z ILI 11J 0 i0 � 0 H: wuj H Vi U. 0 ; z ,. H 0 z expected to actively pursue the work when flaggers are requested. Repeated instances where flagger(s) are scheduled and no effective work occurs will be considered when reviewing change order requests and may result in a back charge to the CONTRACTOR. F. In order to assist the Contractor to continue work when no BNSF flaggers are available, BNSF may (with advance permission) permit the Contractor to work without flaggers if all work occurs behind a temporary six - foot -high chain link safety fence, located at least 12 feet from the centerline of the track. If no flagger is present on the work site, no workers may enter the area between the track and the safety fence for any reason, and all workers must cross the track at signalized grade crossings. No equipment may be operating within the 25 fouling zone, or any other work occurring within a distance allowing materials or equipment to swing over or occupy the area between the track and the fence. G. BNSF requires that the Contractor incorporate a BNSF specific "Safety Action Plan" into its safety program, provide a copy of the "Safety Action Plan" to the BNSF Roadmaster prior to commencement of any work on Railway Property, and periodically audit the plan. Refer to the attachments for detailed requirements. 1.2 WORK ADJACENT TO LIVE TRACK A. Operations of Trains and Rail Facilities 1. BNSF operating personnel will be responsible for operating the existing BNSF facility throughout the performance of the Work. Existing track and signals must be available to BNSF personnel at all times for use, maintenance and repair. If BNSF instructs the Contractor to move the Contractor's equipment, materials or any installed material, which is located within the BNSF right -of -way, the Contractor shall do so promptly. The Contractor shall not adjust or operate BNSF's serviceable or functioning track or signal systems. 2. The Contractor must coordinate its Work so that there will be no delay to trains or interference in any manner with the operation of trains. 3. The Contractor shall not take any BNSF facility or equipment out of service without prior written approval from BNSF or the STCM. Any requests by the Contractor to take BNSF facility or equipment out of service shall be made to the STCM no later than one week prior to the time it is necessary to take the facility or equipment out of service. B. The Contractor shall protect the BNSF track and signals from exposure to concrete, debris, dirt, and water during the Work. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01017 -2 Rail Coordination and Safety PART 2 — PRODUCTS Not used. C. The Contractor shall comply with the instructions of the BNSF flaggers, and other BNSF work forces. D. If damage is sustained by any of the existing communications equipment, underground or above ground, as a result of the Contractor's operations, whether the damage sustained was intentional or not, the Contractor shall immediately inform the STCM and BNSF. BNSF will make a decision regarding how repairs or replacement will be made. The Contractor will be responsible for paying for the costs of repair or replacement, including but not limited to the following charges: 1. Replacement of the damaged equipment. 2. Any necessary inspection and testing of the system, before and after repair or replacement of the damaged equipment. PART 3 — EXECUTION Not used. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 01017 -3 Rail Coordination and Safety .a. ...;,:y: tot',u..,.t it st;rnl,.w :.Ja4:S:G:.waa,:iANii:Ja;:+:i.: • u_. W O u_ • D , z ▪ b iU • w, 0 N. w ot Zi 1 I_ ,. RTA/CR 179 -00 SECTION 01017 EXHIBIT C EXHIBIT Cl 01017 -4 Rail Coordination and Safety 1.01 General EXHIBIT "C" CONTRACTOR REQUIREMENTS WASHINGTON ,w. 1.01.01 The Contractor shall cooperate with THE BURLINGTON NORTHERN AND SANTA FE z `. RAILWAY COMPANY, hereinafter referred to as "Railway" where work is over or under on or re 2 adjacent to Railway property and /cr right -of -way, hereafter referred to as "Railway Property ", during u� the construction of the Tukwila Commuter Rail Station — Temporary Platform RTA/CR 179 -00. o U) o 1.01.02 The Contractor shall execute and deliver to the Railway duplicate copies of the Exhibit "C -1" Agreement, in the form attached hereto, obligating the Contractor to provide and maintain in full co w force and effect the insurance called for under Section 2 of said Exhibit "C-1". w o • 1.01.03 The Contractor shall plan, schedule and conduct all work activities so as not to interfere j with the movement of any trains on Railway Property. N d w 1.01.04 The Contractor's right to enter Railway's Property is subject to the absolute right of Railway z I to cause the Contractor's work on Railway's Property to cease if, in the opinion of Railway, z 0 Contractor's activities create a hazard to Railway's Property, employees, and /or operations. ? Q : 1.01.05 The Contractor is responsible for determining and complying with all Federal, State and p N'. Local Governmental laws and regulations, including, but not limited to environmental, health and safety. The Contractor shall be responsible for and indemnify and save Railway harmless from all i cw) F- fines or penalties imposed or assessed by Federal, State and Local Governmental Agencies against w the Railway which arise out of Contractor's work under this Agreement. z .U lf; 1.01.06 The Contractor shall notify Sound Transit Construction Management at 253 - 856 -8807 0 and the Railway's General Director Commuter Rail Construction, telephone number (206) 625 -6335 z at least thirty (30) working days before commencing any work on Railway Property. Contractors notification to Railway, shall refer to Railroad's file Tuwkila Commuter Rail Station — Temporary Platform. 1.01.07 For any falsework above any tracks or any excavations located, whichever is greater, within twenty-five (25) feet of the nearest track or intersecting a slope from the plane of the top of rail on a 1 1/2 horizontal to 1 vertical slope beginning at eleven (11) feet from centerline of the nearest track, both measured perpendicular to center line of track, the Contractor shall furnish the Railway five sets of working drawings showing details of construction affecting Railway Property and tracks. The working drawing shall include the proposed method of installation and removal of falsework, shoring or cribbing, not included in the contract plans and two sets of structural calculations of any falsework, shoring or cribbing. All calculations shall take into consideration railway surcharge loading and shall be designed to meet American Railway Engineering and Maintenance -of -Way Association (previously known as American Railway Engineering Association) Coopers E -80 live loading standard. All drawings and calculations shall be stamped by a registered professional engineer licensed to practice in the state the project is located. The Contractor shall not begin work until notified by the Railway that plans have been approved. The Contractor shall be required to use lifting devices such as, cranes and /or winches to place or to remove any falsework over Railway's tracks. In no case shall the Contractor be relieved of responsibility for results obtained by the implementation of said approved plans. Approved V.P. Law May 7, 1998 - Page 1 % ���F ,TMM1R�:,?M1.!1t�Rt.T,3 "Rw'hM'1! Flt°• L^ A' r` MrY. `?`1%N.?1"'BPM`'RR"'LY.Ik?NE! r rtK..$!!F K+'7j.�•. 1.01.08 Subject to the movement of Railway's trains, Railway will cooperate with the Contractor such that the work may be handled and performed in an efficient manner. The Contractor shall have no claim whatsoever for any type of damages or for extra or additional compensation in the event his work is delayed by the Railway. 1.02 Agreement • 1.02.01 No employee of the Contractor, its subcontractors, agents or invitees shall enter Railway Property without first having attended a BNSF Contractor Safety Orientation session. The Contractor shall ensure that at a minimum its on -site Project Supervisors) have attended a Safety Orientation conducted by the Railway, or its Representative, and that each of its employees, subcontractors, agents or invitees have received the same Safety Orientation through sessions conducted by or through the Contractor before any work is performed on the Project. The Contractor shall give Railway a minimum of thirty (30) days' advance notice for scheduling the Safety Orientation. 1.03 Railway Requirements • 1.03.01 The Contractor shall take protective measures as are necessary to keep railway facilities, including track ballast, free of sand, debris, and other foreign objects and materials resulting from his operations. Any damage to railway facilities resulting from Contractor's operations will be repaired or replaced by Railway and the cost of such repairs or replacement shall be paid for by the Agency. 1.03.02 The Contractor shall notify the Railway's Division Superintendent Not Applicable at ( ) and provide blasting plans to the Railway for review seven (7) calendar days prior to conducting any blasting operations adjacent to or on Railway's Property. 1.03.03 The Contractor shall abide by the following clearances during construction: • 25' -0" Horizontally from centerline of nearest track. • 22' -6" Vertically above top of rail (Temporary Falsework Clearance may be reduced to 21' -6" Subject to Railway and Public Utilities Commission approval) • 27' -0" Vertically above top of rail for electric wires carrying less than 750 volts • 28' -0" Vertically above top of rail for electric wires carrying 750 volts to 15,000 volts • 30' -0" Vertically above top of rail for electric wires carrying 15,000 volts to 20,000 volts • 34' -0" Vertically above top of rail for electric wires carrying more than 20,000 volts • 1.03.04 Any infringement within State statutory clearances due to the Contractor's operations shall be submitted to the Railway and to Sound Transit and shall not be undertaken until approved in writing by the Railway, and until Sound Transit has obtained any necessary authorization from the State Regulatory Authority for the infringement. No extra compensation will be allowed in the event the Contractor's work is delayed pending Railway approval, and /or the State Regulatory Authority's approval. • 1.03.05 In the case of impaired vertical clearance above top of rail, Railway shall have the option of installing tell -tales or other protective devices Railway deems necessary for protection of Railway operations. The cost of tell -tales or protective devices shall be borne by the Agency. Approved V.P. Law May 7, 1998 - Page 2 • 1.03.06 The details of construction affecting the Railway's Property and tracks not included in the contract plans shall be submitted to the Railway by Sound Transit for approval before work is undertaken and this work shall not be undertaken until approved by the Railway. 1.03.07 At other than public road crossings, the Contractor shall not move any equipment or materials across Railway's tracks until permission has been obtained from the Railway. The Contractor shall obtain a "Temporary Private Crossing Agreement" from the Railway prior to moving his equipment or materials across the Railways tracks. The temporary crossing shall be gated and locked at all times when not required for use by the Contractor. The temporary crossing for use of the Contractor shall be at the expense of the Contractor. 1.03.08 Discharge, release or spill on the Railway Property of any hazardous substances in excess of a reportable quantity or any hazardous waste is prohibited and Contractor shall immediately notify the Railway's Resource Operations Center at 1(800) 832 -5452, of any discharge, release or spills. Contractor shall not allow Railway Property to become a treatment, storage facility as those terms are defined in the Resource Conservation and Recovery Act or any state analogue. 1.03.09 The Contractor upon completion of the work covered by this contract, shall promptly remove from the Railway's Property all of Contractor's tools, equipment, implements and other materials, whether brought upon said property by said Contractor or any Subcontractor, employee or agent of Contractor or of any Subcontractor, and shall cause Railway's Property to be left in a condition acceptable to the Railway's representative. 1.04 Contractor Safety Action Plan 1.04.01 Each Contractor shall develop and implement a Safety Action Plan which shall be made available to Railway prior to commencement of any work on Railway Property. During the performance of work, the Contractor shall audit it's compliance with the Safety Action Plan. The Contractor shall designate an on -site Project Supervisor who shall serve as the contact person for the Railway and who shall maintain a copy of the Safety Action Plan and subsequent audits at the job site for inspection and review by the Railway at any time during the course of the project. The Safety Action Plan shall contain, but not be limited to the following; ❑ Contractors Employee Safety ❑ Safety Orientation (Sec 1.02.01) ❑ Job Briefings (Sec1.06.01 & 1.06.02) ❑ Personal Protective Equipment ( Sec 1.06.08) ❑ Protection of Railway Facilities and Railway Flagger Services (Sec 1.03.05 & 1.05) ❑ Protection of Contract Employees working nearer than 25 feet from any track (Sec 1.06.03) ❑ Work After Hours (Sec 1.06.04) ❑ Contractor Employee Training ❑ Personal Injury Reporting (Sec 1.09) O Accident Investigation and Analysis ❑ High Risk Work Areas /Situations O Notification of Damage to Railway property or hazards that could effect the safe operation of trains (Sec 1.06.06) ❑ Falsework/Shoring affecting the integrity of tracks (Sec 1.01.06) O Clearances affecting the integrity of train operations (Sec 1.03.03) Ylift Approved V.P. Law May 7, 1998 - Page 3 �.°9?t°MJL�"i+trr'L7t9�!w✓.1nR ffM' �tf'xS?4i�1!!�i"S'P4 ^ fC' P. 4' v: 1T�f, �^ myX !!a?s'!:i!1}ryZYlr$nMq)P),$,gpry; O Moving Equipment and Materials across Railway's tracks (Sec 1.03.07) ❑ Security of Machines, Equipment and Vehicles (Sec 1.06.10) O Power line Safety (Sec 1.06.12) O Excavation Safety (Sec 1.07) ❑ High Risk Employees ❑ Alcohol and Drug Use (Sec 1.06.05) ❑ Firearms or Deadly Weapons (Sec 1.06.07) ❑ Property Damage, Housekeeping and Clean -up (Sec 1.03.01 & 1.03.09) O Storage of Materials (Sec 1.06.09) O Facility Auditing O Compliance with Laws (Sec 1.01.04) ❑ Hazardous Substances and Materials ❑ Discharges, Releases and Spills (Sec 1.03.08) O Hazardous Materials encountered in excavations (Sec 1.08) 1.05 Protection of Railway Facilities and Railway Flagger Services: 1.05.01 The Contractor shall give a minimum of working days notice to the Railways Roadmaster at ( ) , in advance of when flagging services will be required. 1.05.02 Railway flagger and protective services and devices will be required and furnished when Contractors work activities are located over or under of and within twenty -five (25) feet measured horizontally from centerline of the nearest track and when cranes or similar equipment positioned outside of 25 -foot horizontally from track centerline that could foul the track in the event of tip over or other catastrophic occurrence, but not limited thereto for the following conditions: • 1.05.02a When in the opinion of the Railway's Representative it is necessary to safeguard Railway's Property, employees, trains, engines and facilities. 1.05.02b When any excavation is performed below the bottom of tie elevation, if, in the opinion of Railway's representative, track or other Railway facilities may be subject to movement or settlement. • 1.05.02c When work in any way interferes with the safe operation of trains at timetable speeds. • 1.05.02d When any hazard is presented to Railway track, communications, signal, electrical, or other facilities either due to persons, material, equipment or blasting in the vicinity. • 1.05.02e Special permission must be obtained from the Railway before moving heavy or cumbersome objects or equipment which might result in making the track impassable. 1.05.03 Flagging services will be performed by qualified Railway flaggers. • 1.05.03a Flagging crew generally consists of one employee. However, additional personnel may be required to protect Railway Property and operations, if deemed necessary by the Railways Representative. Approved V.P. Law May 7, 1998 - Page 4 C J U oo CO Cr ww J I N LL' w O. u-¢! w ; _. z � 1- o! z �- LLJ U , z til Z U N • a I • 0 z 1.06 Contractor General Safety Requirements • 1.05.03b Each time a flagger is called, the minimum period for billing shall be the eight (8) hour basic day. • 1.05.03c The cost of flagger services provided by the Railway, when deemed necessary by the Railway's representative, will be borne by the Sound Transit .beginning on the date work commences on or near the Railroad's property. The Contractor shall pay to the Not Applicable liquidated damages in the sum of $ per day for each day in excess of the above consecutive calendar days the Contractor works on or near Railroad property, and which requires flagging protection of Railroad's facilities and trains. • 1.05.03d The average train traffic on this route is freight trains per 24 -hour period at a timetable speed of MPH and passenger trains at a timetable speed of MPH. 1.06.01 Work in the proximity of railway track(s) is potentially hazardous where movement of trains and equipment can occur at any time and in any direction. All work performed by contractors within 25 feet of any track shall be in compliance with FRA Roadway Worker Protection Regulations. 1.06.02 Before beginning any task on Railway Property, a thorough job safety briefing shall be conducted with all personnel involved with the task and repeated when the personnel or task changes. If the task is within 25 feet of any track, the job briefing must include the Railway's flagger and include the procedures the Contractor will use to protect its employees, subcontractors, agents or invitees from moving any equipment adjacent to or across any Railway track(s). 1.06.03 Workers shall not work nearer than 25 feet to the centerline of any track without proper flag/work protection provided by the Railway, unless the track is protected by track bulletin and work has been authorized by the Railway. If flag /work protection is provided, every contractor employee must know: (1) who the Railway flagger is, and how to contact the flagger, (2) limits of the flag /work protection, (3) the method of communication to stop and resume work, and (4) entry into flag /work limits when designated. Men or equipment entering flag /work limits that were not previously job briefed, must notify the flagger immediately, and be given a job briefing if working at less than 25 feet from center line of track. 1.06.04 When Contractor employees are required to work on the Railway Property after normal working hours or on weekends, the Railroad's representative in charge of the project must be notified. A minimum of two employees shall be present at all times. 1.06.05 Any Contractor employee, its subcontractors employee, agents or invitees under suspicion of being under the influence of drugs or alcohol, or in the possession of same, will be removed from the Railway's Property and subsequently released to the custody of a representative of Contractor management. Future access to the Railway's Property by that employee will be denied. 1.06.06 Any damage to Railway Property, or if any hazard is noticed on passing trains, shall be reported immediately to the Railway's representative in charge of the project. Any vehicle or machine which may come in contact with a track, signal equipment, or structure (bridge) could result in a train derailment and shall be reported by the quickest means possible to the Railway Approved V.P. Law May 7, 1998 - Page 5 Inol) K`. k' Y/:?.! 6�rnV ;91!O�WiPq•n:>v\t'a7lnn.N�Wx:: 1- �n *wn:•nw �a+s, . rr�> wr<. cnnr. xrnY. r. Yw Ynitm!. rrfftin +mlNh.'�.a:xryau.'�.Y'taa:2 *�=. 4wfx.; t�M7 z.! µa: r�rxwau- Y+r ^.?n,..w�arta <.r.r.n•�n a „.....,. z re 1 1 0 O; N 0 ; w = c w 0 : u. _ w z �. z 0 O N 0 I- I O ui 0 22 O 1.07 Excavation representative in charge of the project and to the Railway's Resource Operations Center at 1(800) 832 -5452. Local emergency numbers are to be obtained from the Railway representative in charge of the project prior to the start of any work and shall be posted at the job site. 1.06.07 All persons are prohibited from having pocket knife with blade in excess of three (3) inches, firearms or other deadly weapons in their possession while working on Railway's Property. 1.06.08 All personnel protective equipment used on Railway Property shall meet applicable OSHA tu re 2 and ANSI specifications. Railway personnel protective equipment requirements are; a) safety glasses: permanently affixed side shields; no yellow lenses, b) hard hats with high visibility orange o 0 cover, c) safety shoes: hardened toe, above - the -ankle lace -up with a defined heel and d), high w', visibility retro - reflective orange vests are required as specified by the Railroad's representative in m charge of the project. Hearing protection, fall protection and respirators will be worn as required by u-' State and Federal regulations. uj o ; 1.06.09 The Contractor shall not pile or store any materials, machinery or equipment closer than u. 25'-0" to the center line of the nearest Railway track. At highway /rail at -grade crossings materials, machinery or equipment shall not be stored or left temporarily which interferes with the sight I- w ' distances of motorists approaching the crossing. Prior to beginning work, the Contractor, will ? establish a storage area with concurrence of the Railroad's representative. z 0' w w 1.06.10 Machines or vehicles must not be left unattended with the engine running. Parked o; machines or equipment must be in gear with brakes set and if equipped with blade, pan or bucket, V p N! they must be lowered to the ground. All machinery and equipment left unattended on Railway's Property must be left inoperable and secured against movement. _ 0 1' u. 1.06.11 Workers must not create and leave any conditions at the work site that would interfere with z water drainage. Any work performed over water shall meet all Federal, State and Local regulations. o to 1.06.12 All power line wires must be considered dangerous and of high voltage unless informed z to the contrary by proper authority. For all power lines the minimum clearance between the lines and any part of the equipment or load shall be; 200 KV or below -15 feet, 200 to 350 KV - 20 feet, 350 to 500 KV - 25 feet, 500 to 750 KV - 35 feet, 750 to 1000 KV - 45 feet and if capacity of the line is not known, minimum clearance of 45 feet must be maintained. A person shall be designated to observe clearance of the equipment and give a timely warning for all operations where it is difficult for an operator to maintain the desired clearance by visual means. 1.07.01 Before excavating, it must be ascertained by the Contractor if there are any underground pipe lines, electric wires, or cables, including fiber optic cable systems that either cross or run parallel with the track which are located within the Projects work area. Excavating on Railway's Property could result in damage to buried cables resulting in delay to Railway traffic, including disruption of service to users resulting in business interruptions involving loss of revenue and profits. Before any excavation commences, the Contractor must contact the Railway's Signal Supervisor and Roadmaster. All underground and overhead wires must be considered HIGH VOLTAGE and dangerous until verified with the company having ownership of the line. It is also the Contractor's responsibility to notify any other companies that have underground utilities in the area and arrange for the location of all underground utilities before excavating. 1.07.02 The Contractor must cease all work and the Railway must be notified immediately before continuing excavation in the area if obstructions are encountered that do not appear on drawings. Approved V.P. Law May 7, 1998 - Page 6 " ra: r.>R;ant sm.wax.'1+nfi !thr2M%+m' ,'(ar. ;r1e0*. 1 7e':r�'S !!7C'S?R1 7' I:`r'*44iPT?OM51 If the obstruction is a utility, and the owner of the utility can be identified, then the owner should also be notified immediately. If there is any doubt about the location of underground cables or lines of any kind, no work will be performed until the exact location has been determined. There will be no exceptions to these instructions. 1.07.03 All excavations shall be conducted in compliance with applicable OSHA regulations and regardless of depth shall be shored where there is any danger to tracks, structures or personnel. 1.07.04 Any excavations, holes or trenches on the Railway's Property must be covered, guarded and /or protected when not being worked on. When leaving work site areas at night and over weekends, the areas must be secured and left in a condition that will ensure that Railway employees and other personnel who may be working or passing through the area are protected from all hazards. All excavations must be back filled as soon as possible. 1.08 Hazardous Waste, Substances and Material Reporting 1.08.01 If Contractor discovers any hazardous waste, hazardous substance, petroleum or other deleterious material, including but not limited to any non - containerized commodity or material, on or adjacent to Railway's Property, in or near any surface water, swamp, wetlands or waterways, while performing any work under this Agreement, Contractor shall immediately: (a) notify the Railway's Resource Operations Center at 1(800) 832 -5452, of such discovery: (b) take safeguards necessary to protect its employees, subcontractors, agents and /or third parties: and (c) exercise due care with respect to the release, including the taking of any appropriate measure to minimize the impact of such release. 1.09 Personal Injury Reporting 1.09.01 The Railway is required to report certain injuries as a part of compliance with Federal Railroad Administration (FRA) reporting requirements. Any personal injury sustained by an employee of the Contractor, subcontractor or Contractor's invitees while on the Railway's Property must be reported immediately (by phone mail if unable to contact in person) to the Railway's representative in charge of the project. The Non - Employee Personal Injury Data Collection Form contained herein is to be completed and sent by Fax to the Railway at 1(817) 352 -7595 and to the Railway's Representative no later than the close of shift on the date of the injury. EXH_C CA Agency May 7, 1998 Approved V.P. Law May 7, 1998 - Page 7 • z z ` re w _1 C.). U O O' w w 0 g Q! F-o Z t ui UO t-- z w ,..z O H NON - EMPLOYEE PERSONAL INJURY DATA COLLECTION INFORMATION REQUIRED TO BE COLLECTED PURSUANT TO FEDERAL REGULATION. IT SHOULD BE USED FOR COMPLIANCE WITH FEDERAL REGULATIONS ONLY AND IS NOT INTENDED TO PRESUME ACCEPTANCE OF RESPONSIBILITY OR LIABILITY. 1. Accident City /St 2. Date: Time: County: 3. Temperature: 4. Weather (if non -BNSF location) 5. Social Security # 6. Name (last, first, mi) 7. Address: Street: , City: St. Zip: 8. Date of Birth: and/or Age Gender: (if available) 9. (a) Injury: (b) Body Part: (i.e. (a) Laceration (b) Hand) 10. Description of Accident (To include location, action, result, etc.): 11. Treatment: ❑ First Aid Only, ❑ Required Medical Treatment O Other Medical Treatment 12. Dr. Name 13. Date: 14. Dr. Address: Street: City: St: Zip: 15. Hospital Name: 16. Hospital Address: Street: City: St: Zip: 17. Diagnosis: FAX TO RAILWAY AT (817) 352 -7595 AND COPY TO RAILWAY ROADMASTER FAX Approved V.P. Law May 7, 1998 - Page 8 w O '' J IL N D CJ = 1- O, z F- Lui mo e i Hi o _+ H V U z Gentlemen: EXHIBIT "C -1" Agreement Between THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY and the CONTRACTOR THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY 2454 Occidental Avenue S. Bldg 2D Seattle, Washington 98134 Attention: General Director, Commuter Rail Construction Railway File: Tukwila Commuter Rail Station — Temporary Platform Agency Project: Tukwila Commuter Rail Station — Temporary Platform RTA/CR 179 -00 The undersigned, hereinafter referred to as Contractor, has entered into a Contract dated , with Sound Transit for the performance of certain work in connection with the project. in the performance of which work the Contractor will necessarily be required to conduct operations within THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY ( "Railway "), right of way and property ( "Railway Property"). The Contract provides that no work shall be commenced within Railway Property until the Contractor employed in connection with said work for Sound Transit shall have executed and delivered to Railway an Agreement, in the form hereof, and shall have provided insurance of the coverage and limits specified in said Contract and Section 2 of this Agreement. If this Agreement is executed by other than the Owner, General Partner, President or Vice President of Contractor, evidence is furnished to you herewith certifying that the signatory is empowered to execute this Agreement for the Contractor. Accordingly, as one of the inducements to and as part of the consideration for Railway granting permission to Contractor to enter upon Railway Property, Contractor, effective on the date of said Contract, has agreed and does hereby agree with Railway as follows: Section 1. RELEASE OF LIABILITY AND INDEMNITY Contractor agrees to release Railway from any claims arising from the performance of this Agreement which Contractor or any of its employees, subcontractors, agents or invitees could otherwise assert against Railway, regardless of the negligence of Railway, except to the extent that such claims are proximately caused by the intentional misconduct or gross negligence of Railway. Contractor shall indemnify and hold harmless Railway for all judgments, awards, claims, demands, and expenses (including attorneys' fees), for injury or death to all persons, including Railway's and Contractor's officers and employees, and for loss and damage to property belonging to any person, arising in any manner from Contractor's or any of Contractor's subcontractors' acts or omissions or failure to perform any obligation hereunder. THE LIABILITY ASSUMED BY CONTRACTOR SHALL NOT BE AFFECTED BY THE FACT, IF IT IS A FACT, THAT THE DESTRUCTION, DAMAGE, DEATH, OR INJURY WAS OCCASIONED BY OR CONTRIBUTED TO BY THE NEGLIGENCE OF RAILWAY, ITS AGENTS, SERVANTS, EMPLOYEES OR OTHERWISE, EXCEPT TO THE EXTENT THAT SUCH CLAIMS ARE PROXIMATELY CAUSED BY THE INTENTIONAL MISCONDUCT OR GROSS NEGLIGENCE OF RAILWAY. Approved VP Law March 18, 1998 Page 1 of 5 ` mo w. 2 U O Nom � u. J w 0 J u-= g w z �. o z LU us U � 0 'w w' I-- I V - - L — O il Z ' t N , z Section 2. INSURANCE. (3) THE INDEMNIFICATION OBLIGATION ASSUMED BY CONTRACTOR SHALL INCLUDE ANY CLAIMS, SUITS OR JUDGMENTS BROUGHT AGAINST RAILWAY UNDER THE FEDERAL EMPLOYEE'S LIABILITY ACT, INCLUDING CLAIMS FOR STRICT LIABILITY UNDER THE SAFETY APPLIANCE ACT OR THE BOILER INSPECTION ACT, WHENEVER SO CLAIMED. Contractor further agrees, at its expense, in the name and on behalf of Railway, that it shall adjust and settle all claims made against Railway, and shall, at Railway's discretion, appear and defend any suits or actions of law or in equity brought against Railway on any claim or cause of action arising or growing out of or in any manner connected with any liability assumed by Contractor under this Agreement for which Railway is liable or is alleged to be liable. Railway shall give notice to Contractor, in writing, of the receipt or dependency of such claims and thereupon Contractor shall proceed to adjust and handle to a conclusion such claims, and in the event of a suit being brought against Railway, Railway may forward summons and complaint or other process in connection therewith to Contractor, and Contractor, at Railway's discretion, shall defend, adjust, or settle such suits and protect, indemnify, and save harmless Railway from and against all damages, judgments, decrees, attorney's fees, costs, and expenses growing out of or resulting from or incident to any such claims or suits. It is mutually understood and agreed that the assumption of liabilities and indemnification provided for in this Agreement shall survive any termination of this Agreement. (a) Before commencing any work under this Agreement, Contractor must provide to the extent not covered by Sound Transit under the OCIP and maintain in effect throughout the term of this Agreement insurance, at Contractor's expense, covering all of the work and services to be performed hereunder by Contractor and each of its subcontractors, as described below: (1) Workers' Compensation coverage as is required by State law. THE CERTIFICATE MUST CONTAIN A SPECIFIC WAIVER OF THE INSURANCE COMPANY'S SUBROGATION RIGHTS AGAINST THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY. (2) Commercial General Liability insurance covering liability, including but not limited to Public Liability, Personal Injury, Property Damage and Contractual Liability covering the obligations assumed by Contractor in Section 1, with coverage of at least $2,000,000 per occurrence and $6,000,000 in the aggregate. Where explosion, collapse, or underground hazards are involved, the X, C, and U exclusions must be removed from the policy. (Provided by Sound Transit under OCIP.) Automobile Liability insurance, including bodily injury and property damage, with coverage of at least $1,000,000 combined single limit or the equivalent covering any and all vehicles owned or hired by the Contractor and used in performing any of the services under this agreement. (4) Railroad Protective Liability insurance stating The Burlington Northern and Santa Fe Railway Company is the Named Insured covering all of the liability assumed by the Contractor under the provisions of this Agreement with coverage of at least $2,000,000 per occurrence and $6,000,000 in the aggregate. Coverage shall be issued on a standard ISO form CG 00 35 01 96 and endorsed to include ISO form CG 28 31 10 93 and the Limited Seepage and Pollution Endorsement (see attached copy). (Provided by Sound Transit under OCIP.) The average train traffic per 24 -hour period on this route is freight trains at a timetable speed of MPH and passenger trains at a timetable speed of MPH and _ switch engine movements. Approved VP Law March 18, 1998 Page 2 of 5 z Q • „ w . 0 O ww V) u_ w 0 g Q ' co = w ` I . z � H O' z w 2 0 �+ I w w ` U_ 00 H z to: All insurance shall be placed with insurance companies licensed to do business in the States in which the work is to be performed, and with a current Best's Insurance Guide Rating of A- and Class VII, or better. In all cases except Workers' Compensation and Railroad Protective Liability coverage the certificate must specifically state that THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY IS AN ADDITIONAL INSURED. Any coverage afforded Railway, the Certificate Holder, as an Additional Insured shall apply as primary and not excess to any coverage issued in the name of Railway. (2) Such insurance shall be approved by the Railway before any work is performed on Railway's Property and shall be carried until all work required to be performed on or adjacent to Railway's Property under the terms of the contract is satisfactorily completed as determined by Sound Transit, and thereafter until all tools, equipment and materials not belonging to the Railway, have been removed from Railway's Property and Railway Property is left in a clean and presentable condition. The insurance herein required shall be obtained by the Contractor and Contractor shall furnish Railway with an original certificate of insurance, signed by the insurance company, or its authorized representative, evidencing the issuance of insurance coverage as prescribed in (a) 1, 2 and 3 above, plus the original Railroad Protective Liability insurance policy Attention: Laurie Bishop The Burlington Northern and Santa Fe Railway Company Maintenance Field Support 4501 Kansas Avenue Kansas City, Kansas 66106 The certificate of insurance shall guarantee that the policies will not be amended, altered, modified or canceled insofar as the coverage contemplated hereunder is concerned, without at least thirty (30) days notice mailed by registered mail to Railway. Full compensation for all premiums which the Contractor is required to pay on all the insurance described hereinafter shall be considered as included in the prices paid for the various items of work to be performed under the Contract, and no additional allowance will be made therefor or for additional premiums which may be required by extensions of the policies of insurance. It is further distinctly understood and agreed by the Contractor that its liability to the Railway herein under Section 1 will not in any way be limited to or affected by the amount of insurance obtained and carried by the Contractor in connection with said Contract. The Railway file reference number and location information shown at the top of this Agreement, must appear on any original insurance policies or certificates of insurance sent to Railway by the Contractor. Section 3. The Contractor will observe and comply with all the provisions, obligations and limitations to be observed by Contractor which are contained in the subdivision of the specifications of said Contract, entitled EXHIBIT "C ", CONTRACTOR REQUIREMENTS, and shall include, but not be limited to, payment of all costs incurred for any damages to Railway roadbed, tracks, and /or appurtenances thereto, resulting from use, occupancy, or presence of its employees, representatives, or agents or subcontractors on or about the construction site. Section 4. Contractor shall be responsible to Railway, including its affiliated railway companies, and its tenants for all damages for any unscheduled delay to a freight or passenger train that affects Railway's ability to fully utilize its equipment and to meet customer service and contract obligations. Contractor will be billed, as further provided below, Approved VP Law March 18, 1998 Page 3 of 5 re 2 00 U) ww N U— 111 0 Q = d 1— ILI Z F- 0 Z 1- UJ U0 0 co O F- = U O : ti.i z U = OH z for the economic losses arising from loss of use of equipment and train service employees contractual loss of incentive pay and bonuses, and contractual penalties resulting from train delays, whether caused by Contractor, or subcontractors, or by the Railway performing Railway Work. Railway agrees that it will not perform any act to unnecessarily cause train delay. For loss of use, Contractor will be billed per freight train hour at an average rate of ($385.33 in 1997) with annual adjustments) per hour per train as determined from Railway's record. Any disruption to train traffic may cause delays to multiple trains at the same time for the same period. In addition to the above damages, passenger, U.S. mail trains and certain other grain, intermodal, coal and freight trains operate under incentive /penalty contracts between Railway and its customer. Under these arrangements, if Railway does not meet its contract service commitment, Railway may suffer loss of performance or incentive pay or be subject to a penalty payment. Contractor shall be responsible for any train performance and incentive penalties or other contractual economic losses actually incurred by Railway which are attributable to a train delay caused by Contractor, or subcontractors. As example, a train arrives 30 minutes after its contract service commitments and Railway is assessed damages per terms of the contract. Either Contractor, and/or subcontractors, caused a 29 minute delay to the train and therefore are not responsible for any train performance and incentive penalties or other contractual economic losses actually incurred by Railway. As example, a train arrives 30 minutes after its contract service commitments and Railway is assessed damages per terms of the contract. Either Contractor, and /or subcontractors, caused a 31 minute delay to the train and therefore are 100% responsible for any train performance and incentive penalties or other contractual economic losses actually incurred by Railway. The contractual relationship between Railway and its customers is proprietary and confidential. In the event of a train delay covered by this Agreement, Railway will share information relevant to any train delay to the maximum extent consistent with Railway confidentiality obligations. Damages for train delay for certain trains could be as high as $50,000.00 per incident. Contractor and subcontractors shall plan, schedule, coordinate and conduct all Contractor's work so as to not cause any delays to any trains. Kindly acknowledge receipt of this letter by signing and returning to the undersigned two original copies of this letter, which, upon execution by Railway, shall constitute an Agreement between us. Yours truly, (Contractor) The Burlington Northern and Santa Fe Railway Company By By Address (Title) City, State, Zip General Director, Commuter Rail Construction Accepted this day of . 19 Approved VP Law March 18, 1998 Page 4 of 5 ENDORSEMENT WORDING In consideration of the premium charged it is understood and agreed that Exclusion f. of Coverage A. of this Policy shall not apply to the liability of the Insured resulting from seepage and /or pollution and /or contamination caused solely by: a) unintended fire, lightning or explosion: or b) a collision or overturning of a road vehicle: or c) a collision or overturning or derailment of a train. Notwithstanding the foregoing it is agreed that the coverage provided by this Endorsement shall not apply to: 1. loss of, damage to or loss of use of property directly or indirectly resulting from sub - surface operations of the Insured, and /or removal of, loss of or damage to sub- surface oil, gas or any other substance; 2. any site or location used in whole or in part for the handling, processing, treatment, storage, disposal or dumping of any waste materials or substances; the cost of evaluating and /or monitoring and /or controlling seeping and /or polluting and /or contaminating substances; 4. the cost of removing and /or nullifying and /or cleaning up seeping and /or polluting and /or contaminating substances on property at any time owned and /or leased and/or rented by the insured and /or under the control of the Insured. Notwithstanding the foregoing, Item 1 does not apply to tunnels. Approved VP Law March 18, 1998 Page 5 of 5 w U ; 00 c o a 9 I- m 'uw 0 , u_< c_D O p w z ? F O; LU la 30 i 0 N' 0H I la: 0 i ` uN . 0 PART 1— GENERAL 1.1 SUMMARY SECTION 01019 OWNER FURNISHED ITEMS This Section describes the materials to be furnished by Sound Transit, the approximate quantities of materials furnished, the delivery, receiving, handling and storage requirements of Sound Transit - furnished items. 1.2 OWNER FURNISHED /CONTRACTOR INSTALLED ITEMS The following items are to be furnished by Sound Transit to the Sound Transit warehouse (located in Omni Park, 3409 C Street NE, Suite #4 (Southeast Corner), Auburn, Washington). The Contractor is responsible for coordinating access to the warehouse with the STCM office, loading and transport of necessary materials from the warehouse, delivery to the site for installation, and returning surplus materials to the warehouse at completion of the installation. A. Tactile Warning Tile Furnished under Sound Transit Contract No. RTA/CR 97 -99, in quantities up to: 1. Retrofit tiles, Yellow 2400 SF 2. Retrofit tiles, Red 100 SF It will be Sound Transit's responsibility to purchase products that conform to product specifications and for initially delivering the products to the Sound Transit Warehouse. Sound Transit will provide the Contractor with approved catalog cuts and an installation manual. The Contractor will also be responsible for inspecting the material for damage upon picking up the material from the warehouse, storing the material, disposing of shipping and packing materials after installation, and returning surplus materials to the warehouse at completion of the installation. It will be the Contractor's responsibility to install the Tactile Tile products in conformance with the installation specifications shown in the manufacturer's installation manual. 1.3 OWNER FURNISHED /OWNER INSTALLED ITEMS: The following items may be furnished by Sound Transit and installed by others, under third party contracts to Sound Transit: A. Ticket Vending Machines B. Station Operational Signage RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01019 -1 Owner Furnished Items 5.i'`.1wv.WiZot w; a.taC rdi?,! S. UO N O W W -J W 0 's Q' � a F _ H O Z .111 ul 2 Di U O' 0 N ' ;01- W W' V �i. z' z PART 2 - PRODUCTS Not used. PART 3 — EXECUTION Not used The Contractor shall complete its Work, including installing any appurtenances, making any blockouts, installing foundations in accordance with contract documents, or any other work contractually required for installation and operation of the above items, so as to allow installation and operation of the above items in a timely manner. Note requirements for coordinating work with other Contractors as listed in Section 01012, Project Administration. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 01019 -2 Owner Furnished Items r<.:.:�L.sr.::,,'+t+�+xrvt,'at• : >� s' :.ukuL,.S..,:,�,a;rcu'�1..'ii.� .:_e���:z ,.�u.aai)a.0 urd.•:.i;::L;L,,:.xa:� 0 0 co ;ALL N :)i ? I- 1— 01 z � W '0 c ot W w ; U; • 1!. H O. 0 �` SECTION 01025 MEASUREMENT AND PAYMENT PART 1 GENERAL 1.01 SUMMARY A. Measurement is described under each bid item or each type of bid item. B. Payment for the various portions of the work, as further specified herein, shall include all compensation to be received by the Contractor for furnishing all tools, equipment, supplies, manufactured articles, labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the work in accordance with the requirements of the Contract Documents, including all appurtenances thereto and including all costs of compliance with the regulations of public agencies having jurisdiction, including safety and health requirements of the Occupational Safety and Health Administration of the U. S. Department of Labor (OSHA). All Bid Item Payments are subject to Washington State Department of Revenue Rule 171. C. Overheads and profit shall all be allocated to each bid item as applicable for the Work. No separate payment will be made to the Contractor for any such items. 1.02 BID ITEM MEASUREMENT AND PAYMENT A. In order to determine payment under lump sum bid items, the STCM will: 1. Use United States standard measure, unless individual specifications require otherwise, 2. Follow methods generally recognized as conforming to good engineering practice, 3. Measure horizontally or vertically (unless otherwise specified). 4. Use the Average End Area method for calculating volumes of materials in the in- place original condition, or the as -built condition for installations per plan. B. Measurement for lump sum bid items shall be based on the Schedule of Values percentage of completion method for each Schedule of Value line item. 1.03 BIDDING SCHEDULE In order to provide Commuter Rail service at Tukwila in a timely manner, and due to a variety of considerations and constraints, Sound Transit requires the installation of one RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01025-1 Measurement and Payment re w� 2 0O' w . w � u. Qr tu t 0 z 111 w 2 D V On N . W w '' I I O, o 0 • t, . temporary platform and other items as a part of the Work. To provide flexibility in determining actual Work to be accomplished, it is divided as follows: 1. Bid Item 1- "General Conditions" is a lump sum item for performance of all work required by the Contract that is not specifically identified in subsequent bid items but is part of the General Provisions of the Contract, Division 1 Specifications, and incidental items described in the technical specifications and drawings that are required to complete the work. 2. Bid Item 2- "Clearing and Grubbing" is a unit price item for the costs of all work identified in the Contract Documents for clearing, grubbing, removal and disposal of debris and fine grading, shaping of all disturbed areas and straw mulching of exposed slopes. 3. Bid Item 3- "Post piers for platforms" is a unit price item for the costs of work identified in the Contract Documents for installation of the post piers for the support of the platforms and ramps. 4. Bid Item 4- "Platforms and Ramps" is a unit price item for the costs of all work identified in the Contract Documents to construct the platforms, ramps and landings and stairs. This includes, but is not limited to furnishing and installing all framing material inclusive of columns, beams, joints, blocking, decking, fastener, hangers, and non skid surface deck coating treatment. 5. Bid Item 5- "TVM Shelter" is an allowance item for the construction of a wood shelter as directed by the STCM. 6. Bid Item 6- "6 ft Chain Link Fence Type 3" is a unit price item for the costs of all work identified in the Contract Documents, for chain -link fence installed around the perimeter of the parking lot. 7. Bid Item 7- "4 ft Chain Link Fence Type 6 " is a unit price item for the costs of all work identified in the Contract Documents for 4 ft chain link fence installed along the platforms, stairways and ramps. 8. Bid Item 8- "Relocate Existing Fence Gate Entry/Eco blocks" is a unit price item for the costs of all work identified in the Contract Documents to relocate the existing gate at the North end of the parking lot to the south end. 9. Bid Item 9 "Concrete Sidewalk with Base Course " - is a lump sum item for the costs of all work identified in the Contract Documents to prepare subgrade, install base course and place and finish concrete sidewalk 10. Bid Item 10- "Asphalt Walkway with Base Course" is a unit price item for the costs of all work identified in the Contract Documents to prepare subgrade, install base course and place and finish Asphalt concrete walkway. 11. Bid Item 11 "Parking Lot asphalt overlay and patching" is a unit price item for the costs of all work identified in the Contract Documents to patch areas in the existing pavement and to overlay sections of the parking lot at the direction of the STCM. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01025 -2 Measurement and Payment 2 UO cow w 0; w Z I- O Z w w 0 U w w u- Pi • z' lb 0 12. Bid Item 12 -" Base Course for Patching" is a unit price item for the costs of all work identified in the Contract Documents to install and compact crushed surfacing in areas directed by the STCM. 13. Bid Item 13 -" Excavation and disposal of unsuitable soils /asphalt/debris" is a unit price item for the costs of all work identified in the Contract Documents to excavate, remove and dispose of unsuitable soils, asphalt and debris in areas as directed by the STCM . 14. Bid Item 14- "Seal Coat" is a unit price item for the costs of all work identified in the Contract Documents, to apply a liquid asphalt sealer to the asphalt parking area. 15. Bid Item 15- "Wheel Stops" is a unit price item for the costs of all work identified in the Contract Documents to furnish and install precast wheel stops. 16. Bid Item 16- "Parking Lot/Street Striping" is a lump sum item for the costs of all work identified in the Contract Documents to install the parking lot striping, handicapped stall cross hatching, handicapped parking stall symbols, and painted crosswalk striping. 17. Bid Item 17- "Concrete Retaining Wall" is a lump sum item for the costs of all work identified in the Contract Documents to prepare the subgrade, install base course, and place the concrete retaining wall. 18. Bid Item 18 "Platform Electrical Work" is a lump sum item for the costs of all electrical work identified in the Contract Documents. This includes, but is not limited to, work adjacent to temporary platform and parking lot areas, including treated timber lighting poles, lighting fixtures, 480V service, weather - heads, conduit and wire, aerial feed, shown on the Contract Drawings. 19. Bid Item 19 "Tactile Pavers" is a unit price item for the costs of all work identified in the Contract Documents to include installation of the Owner Furnished tactile tile material. Furnish fasteners and mastic for the installation. 20. Bid Item 20 "Roof System under bridge" is a unit price item for the costs of all work identified in the Contract Documents to include furnishing and installing roof protective panels under the BNSF bridge over the pedestrian walkways. PART 2 MATERIALS Not Used. PART 3 EXECUTION Not Used. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 01025 -3 Measurement and Payment SECTION 01063 HEALTH AND SAFETY PROGRAM PART 1 GENERAL 1.01 SUMMARY A. This Section describes the requirements for submittal of the Contractor's Accident Prevention Program (APP), and Site - Specific Health and Safety Plan. B. Contractors and subcontractors are encouraged to use the consulting services of the State of Washington's Department of Labor and Industries WISHA Consulting Section at (206) 281 -5470 or (253) 596 -3917, for assistance with the requirements of this Section. 1.02 , SUBMITTALS A. The Contractor shall provide the following information to the Sound Transit Construction Manager (STCM), in accordance with the submittal procedures set forth in Section 01012, 14 days following NTP. 1. A Contractor's Accident Prevention Program (APP) in accordance with WAC 296 -24 -040 and WAC 296 - 155 -110. 2. A Site- Specific Health and Safety Plan covering all aspects of the Contractor's work activities related specifically and distinctly to the Work. At a minimum, the plan shall be based on a site - specific hazard analysis and will include but not be limited to the following requirements where applicable to the work: RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform • Occupational health and environmental control. (WAC 296 - 155 -100) • Hazard communication. (WAC 296 -155 -180) • Personal protective and life saving equipment. (WAC 296 -155 -200) • Fall restraint and fall arrest. (WAC 296 -155 -245) • Fire protection and prevention. (WAC 296 -155 -250) • Signs, signals, and barricades. (WAC 296 - 155 -300) • Material handling, storage, use and disposal. (WAC 296 -155 -325) • Tools —Hand and power. (WAC 296 -155 -350) • Welding and cutting. (WAC 296 - 155 -400) • Electrical. (WAC 296 - 155 -425) • Stairways and Ladders. (WAC 296 - 155 -475) • Motor vehicles, mechanized equip., and marine operations. (WAC 296 -155- 600) • Excavation, trenching, and shoring. (WAC 296- 155 -650) 01063 -I Health and Safety Program • Underground construction. (WAC 296 -155 -725) • Miscellaneous construction requirements. (WAC 296 - 155 -750) • Demolition. (WAC 296 - 155 -775) • Rollover protective structures and overhead protection. (WAC 296 -155- 950) • General, medical and first -aid requirements. (WAC 296 -24 -001) • Personal protective equipment. (WAC 296 -24 -075) • Safety marking physical hazards. (WAC 296 -24 -135) • Machinery and machine guarding. (WAC 296 -24 -150) • Materials handling including cranes, derricks, etc., and rigging. (WAC 296- 24 -215) • Hazardous materials, flammable and combustible liquids. (WAC 296 -24- 295) • Hand and portable powered tools and equipment. (WAC 296 -24 -650) • Welding, cutting and brazing. (WAC 296 -24 -680) • Working surfaces, guarding floors, walls, ladders, and scaffolds. (WAC 296 -24 -735) • Compressed gas and compressed gas equipment. (WAC 296 -24 -920) • Electrical safety (WAC 296 -24 -956) • Hazard communication. (WAC 296 -62 -054 through WAC 296 -62- 05427) • Respiratory protection. (WAC 296 -62 -071 through WAC 296 -62- 07121) • Hearing conservation. (WAC 296 -62 -09015 through WAC 296 -62- 09055) • Confined spaces. (WAC 296 -62 -145 through WAC 296 -62- 14529) B. Review. The Contractor shall distribute the APP and the Site - Specific Health and Safety Plan to Sound Transit and as required by law, to applicable regulatory agencies. Any review comments made by Sound Transit and any reviewing agencies shall be considered and incorporated into the APP and the Site - Specific Health and Safety Plan as required to bring the APP and the Site - Specific Health and Safety Plan into compliance with the Contract Documents. C. The APP and the Site - Specific Health and Safety Plan must be approved for compliance with the requirements of this Section prior to the start of work. D. The Contractor shall provide three copies of the approved Program and Plan to the STCM. 1.03 QUALITY ASSURANCE A. The Contractor is responsible for ensuring that its employees and the subcontractors' employees comply with the APP and Site - Specific Health and Safety Plan. B. The Contractor shall ensure that all subcontractors receive and review a copy of this Section 01063, and comply with its provisions. Subcontractors with special safety considerations or who develop their own program must submit their program for RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01063 -2 Health and Safety Program review and approval. Any separate Subcontractor program must be at least as stringent as the general contractors and must comply with all applicable regulations. In general, subcontractors are expected to comply with the requirements of the approved Contractor programs. C. The Contractor shall designate a qualified health and safety supervisor /officer onsite with responsibility and full authority to coordinate, implement and enforce the - W ! Contractor's APP and Site - Specific Health and Safety Plan for the duration of this et Contract. The name and telephone number of the Contractor's safety supervisor shall v O appear in the APP and Site - Specific Health and Safety Plan. co 0 u)111 D. The Contractor shall coordinate with the STCM regarding the shutdown and safety lockout/tag -out of hazardous energy systems, (i.e., electrical, mechanical, pneumatic, w O hydraulic, thermal and computerized systems). The Contractor shall notify STCM in writing at least 5 days prior to all system shutdown requests. a` 1.04 SPECIAL CONSIDERATIONS 1- W : F. 0 A. Hazard Communication and Material Safety Data Sheets (WAC 296 -62 -054) z ~` 1. Contaminant gases that may be encountered on certain Sound Transit projects v 0 include but are not limited to hydrogen sulfide, methane, carbon monoxide, 0 F: carbon dioxide and sulfur dioxide. The Contractor shall provide a written Hazard = v Communication Program and emergency management plan addressing these and a rI=` other potential hazardous substances that will exist and/or be brought on site z during the project. v - ' 2. If the Contractor intends to use any hazardous materials and chemicals in the z. Work, whether or not said use is in compliance to a performance or a prescriptive specification, the Contractor shall provide a list of said hazardous materials and chemicals to the STCM, including corresponding Material Safety Data Sheets for any such hazardous materials and chemicals. B. Confined Spaces (WAC 296 -62 -145) 1. The progress of the Work may require or cause exposure to confined spaces having possible explosive, toxic and oxygen deficient atmospheric conditions. Any such exposure requires a permit, which is the responsibility of the Contractor to obtain prior to the start of any such work. 2. Prior to the commencement of any work in confined spaces, the Contractor shall submit to the STCM a written Permit Required Confined Space Safety Program that meets the requirements of 29 CFR 1910.146 and WAC 296 -62 -145. C. Hazardous Energy Control — Lockout/Tagout (WAC 296 -24 -110) RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01063 -3 Health and Safety Program 1. The progress of the Work may require or cause exposure to hazardous energy sources that include but are not limited to electrical, mechanical, pneumatic, hydraulic, thermal, and computerized systems. 2. Prior to the commencement of any work involving hazardous energy sources, the Contractor shall submit to the STCM, as part of the Site - Specific Health and Safety Plan, written procedures and safe work practices for hazardous energy control. Said procedures shall meet the requirements of 29 CFR 1910.147 and WAC 296 -24 -110. D. Fall Prevention and Protection (WAC 296 -24 -735 and WAC 296 -155 -245) 1. The progress of the Work may require or cause exposure to fall hazards. 2. Prior to the commencement of any work involving fall hazards, the Contractor shall submit to the STCM, as part of the Site - Specific Health and Safety Plan, written procedures and safe work practices addressing fall hazards. Said work practices shall meet the requirements of WAC 296 -24 -735 and WAC 296 -155- 245. E. Personal Protective Equipment (PPE) (WAC 296 -24 -075) 1. The progress of the Work may require or cause exposure to miscellaneous injury hazards to the head, hands, feet, body, eyes, ears, etc. 2. Prior to the commencement of any work involving miscellaneous injury hazards, the Contractor shall submit to the STCM, as part of the Site - Specific Health and Safety Plan, written procedures and safe work practices addressing the use of personal protective equipment and clothing. Said work practices shall meet the requirements of WAC 296 -24 -075 and BNSF Safety Requirements. 3. PPE required for specific tasks/ i.e. Asbestos removal are included in the specific spec section. F. Underground Construction (WAC 296- 155 -720): The Contractor shall submit to the STCM, as part of the Site - specific Health and Safety Plan, written procedures and safe work practices addressing the dangers of underground construction. G. Biological Agents (WAC 296 -62 -080): The progress of the work may require or cause exposure to wastewater and storm drainage systems, which can carry a wide spectrum of disease - producing organisms. Prior to the commencement of any work involving exposure to wastewater or storm drainage systems, the Contractor shall submit to STCM, as part of the Site - specific Health and Safety Plan, written procedures and safe work practices addressing a written hazard communication and preventive RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01063 -4 Health and Safety Program re 2 U O W wO g-J 1 = — w- z ! z0 W W? . D 01- I uj 1— w — OF ti i Z ; O F. measures relating to biological/bloodborne pathogens. These may include but are not limited to the following: 1. Instruction in appropriate measures to avoid contamination. 2. A preventative inoculation program (tetanus /diphtheria, etc.) available to all personnel. 3. Personal Protective Equipment and Clothing to protect against infection, including rubber boots with full sole and heel steel insert - liners, safety glasses or goggles, and gloves. 4. Facilities for workers to clean up, wash and maintain good personal hygiene practices. H. Hazardous Materials: 1. The progress of the work may require or cause exposure to hazardous or contaminated materials. Prior to the commencement of any work involving exposure to hazardous materials, the Contractor shall submit to the STCM, as part of the Site - specific Health and Safety Plan, written procedures and safe work practices addressing a written hazard communication and preventive measures relating to hazardous materials. Said procedures and work practices shall be in compliance with WAC 296 -62 -3010 and shall include but are not limited to the following: a. The Contractor shall be required to promptly suspend work and notify the STCM of unusual or unexpected conditions, including oily soil found on the Site. Work shall remain suspended in the area of concern until authorized in writing by the STCM to resume. b. Work hazard evaluation. c. Requirements for protective and monitoring equipment. d. Requirements for personal protective equipment. e. Site organization including control of workers and visitors. f. Decontamination. g. Medical Surveillance Program. h. Personnel and responsibilities. i. Emergencies and Emergency Response Teams. j. Training and on -site briefing topics. k. Acknowledgment and written acceptance of the Site Safety Plan by all those who will work under the plan, including employees and subcontractor employees. 2. Personnel Qualifications: Personnel involved in abatement or remediation of hazardous materials must have received, at a minimum, 40 hours of hazardous RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01063 - 5 Health and Safety Program r taiii` - '.i+ �wro= .h+ia�ir�'+A.h •t +..riATiv. K[e. �4 «44*44 waa;A4.' waste operations training. Personnel, who must wear level A or B, PPE must have received, at a minimum, 80 hours of hazardous waste operations training. All other people who may be admitted to the Site who are unlikely to be exposed beyond permissible exposure levels and published exposure limits must have, at a minimum, 24 hours of hazardous waste operations training. The Contractor must provide evidence that the required training has been obtained for any particular individual described above, prior to the time that said individual will commence Work at the Site. I. Emergency Response. 1. The Contractor shall designate and train on -site personnel in each shift to be available to respond to emergencies. 2. The Contractor shall provide the local police and other emergency response agencies with telephone and pager numbers where said personnel may be reached at all times. 3. In the event of an emergency, the Contractor shall mobilize immediately to protect the public and otherwise comply with applicable law. 4. The Contractor shall notify the STCM at earliest opportunity of an emergency condition. J. Fire Prevention and Protection (FPP) - The Contractor shall comply with local fire department regulations and shall incorporate into the Site Specific Health and Safety Program, the following minimum activities: 1. Furnish and maintain at the Site at all times sufficient fire - fighting equipment and tools to prevent, control and extinguish fires. Maintain fire extinguishers and water lines in working order, accessible, and ready for instant use. 2. Prevent employees from starting fires on the Site. 3. Store flammable and hazardous materials in nonflammable cabinets in an isolated, protected area and in a neat, orderly manner so as to not jeopardize workers' safety or completed portions of the Work. Make available near the storage area for instant use sufficient fire extinguishing equipment appropriate for the type of materials stored. 4. On a regular basis, clean up and dispose of refuse, rubbish, scrap materials, and debris caused by the Work. K. Accident Prevention and First -Aid Provisions. The Contractor shall be responsible for the following: RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01063 - 6 Health and Safety Program U s U 0 co cn w 9_ H w0 a ; = cy 1 UJ z � 0 z � w w ; D O' ON 'O H w uj, Z C) O ff"; z 1. Make arrangements with local hospitals to provide medical service when accidents or other health emergencies occur. Conform to applicable requirements of OSHA regarding Emergency Response Teams . 2. Provide, erect, and maintain, wherever necessary, sufficient barricades, walkways, lights, danger signals, signs, and other warning devices within the Site for the H. protection of personnel and completed portions of Work. , � w P p �; La D 3. Ensure that workers are provided with and wear protective clothing and other -i v U O safety devices such as boots, hard hats, protective masks, anti -noise ear plugs, co o` safety goggles, and insulated gloves as appropriate at all times when performing J their tasks. u) U- lu 0, g 4. Ensure that all visitors to the Site wear proper footwear (boots), hard hats, orange Q' vests and safety glasses. _ LL. d 5. Be prepared at all times to render first -aid assistance to accident victims, I- w Z �.. including developing procedures for emergency rescue and transfer of victims 0 away from hazardous locations when professional ambulance and rescue w I- uj personnel and equipment are not immediately available. D o' 6. Mai first -aid equipment and supplies at the Site and have them readily Di— available at all times. Immediately replenish supplies. = 0, II L. Construction Equipment and Tools. W 0 U N 1. The Contractor shall be responsible for selecting and operating construction ; H equipment and tools in conformance with OSHA and WISHA safety guidelines. 2. Equipment will be subject to inspection from time to time by regulatory authorities. The Contractor shall promptly remove equipment determined to be out of conformance with applicable safety and health regulations and replace with acceptable equipment. M. The Contractor shall comply with OSHA and WISHA Safety Regulations at all times. N. The Contractor shall comply with the requirements of 29 CFR 1910.120, Health and Safety Plan, and any mandated specialty training and health screening. 1.05 UTILITIES A. The Contractor shall take appropriate precautions in working near, around and /or with utilities and dangerous substances during the performance of the Work, in order to protect the health and safety of the workers, the public, property and the environment. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01063 - 7 Health and Safety Program B. Coordinate with the Utility owner and the STCM to obtain approval to disconnect or reconnect utilities. PART 2 PRODUCTS Not used. PART 3 EXECUTION 3.01 SAFETY AND HEALTH COMPLIANCE A. Sound Transit reserves the right to audit the Contractor's APP and implementation of Site - Specific Health and Safety Plan. The STCM reserves the right to stop that portion of the Contractor's Work that is determined to be an imminent or immediate threat to worker health or safety. Ongoing work that is considered a safety or health risk by the STCM shall be corrected immediately. B. The Contractor shall notify the STCM within eight hours of all accidents. C. The Contractor shall conduct and document a pre job safety meeting with all subcontractors. Documentation of the pre job safety meeting shall be submitted to STCM upon request. D. The Contractor shall conduct and document weekly safety tailgate meetings at a minimum. Additional meetings shall be conducted whenever work tasks are changed or new tasks commence. Documentation of tailgate meetings shall be submitted to STCM upon request. E. The Contractor shall submit a Monthly Contractor Injury Summary. F. Failure to comply with this Section 01063 will result in work suspension until adequate safety and health measures are implemented. 3.02 SITE- SPECIFIC HEALTH AND SAFETY PLAN REVISIONS A. In the event that Sound Transit, regulatory agencies or jurisdictions determine that the Site - Specific Health and Safety Plan or associated documents, organizational structure, or Comprehensive Work Plan are inadequate to protect employees and the public: 1. The Contractor shall modify the Plan to meet the requirements of said regulatory agencies or jurisdictions. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01063 -8 Health and Safety Program o_ 2 J U, V) o, W W, N LL i w 0 ga ? w < C1' H ui U ):_00_0 zI— • O Z w 0 ; 2. The Contractor shall provide the STCM with the revisions to the Program and/or Plan within 7 days of the notice of deficiency. 3. The revision must be approved by the STCM prior to changing work practices 3.03 POSTING A. Post copies of the accepted APP and the Site - Specific Health and Safety Plan at the Contractor's job site office and at each of the subcontractors' offices. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 01063 -9 Health and Safety Program PART 1 — GENERAL 1.1 SECTION INCLUDES SECTION 01400 QUALITY CONTROL A. Quality control — control of installation. B. Tolerances. C. References and standards. D. Quality assurance, testing and inspection services to be provided by others. 1.2 QUALITY CONTROL — CONTROL OF INSTALLATION A. The Contractor has complete responsibility to monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with the Contract documents, the Contractor shall request clarification from the STCM before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Perform Work by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement. 1.3 TOLERANCES A. Monitor fabrication and installation tolerance control of Products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from STCM before proceeding. C. Adjust Products to appropriate dimensions; position before securing Products in place. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01400 -1 Quality Control C 6 W C.) O N a; cn w; w 0 ' te a' N . " 0 •z g; ul W i Z 'U N i= 1- . 0 Z Not used. 1.4 QUALITY ASSURANCE, TESTING AND INSPECTION SERVICES TO BE PROVIDED BY OTHERS A. Sound Transit intends to maintain the ongoing services of an independent testing and inspection firm. B. STCM will perform only the amount of testing necessary to provide assurance that the Contractor's quality control 'program is efficient, and the Work has been completed in accordance with the Contract Documents C. STCM will provide additional testing in instances where building departments or regulations require that an independent check be performed on portions of the Work. This additional independent testing will not relieve the contractor from total responsibility for the quality and contract compliance of every part of the Work. D. For the purpose of this testing and inspection, services section, all references made herein or in the Technical sections to Independent Testing Agency, testing laboratory, or special inspector shall be referred to as those tests or inspections which must be conducted by the STCM's Independent Testing and Inspection Firm. E. The. Independent Testing and Inspection Agency is not authorized to do the following: 1. Release, revoke, alter, enlarge or modify any contract document requirement. 2. Approve, accept or reject any portion of the work, except as specified by the STCM. 3. Perform and duties of the Contractor or subcontractor. 4. Approve or authorize additional work. 5. Advise or instruct the contractor or contractors employees as to prosecution of the work. 6. Stop work. PART 2 — PRODUCTS RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01400 -2 Quality Control w.G -- ih 1, 4. PART 3 — EXECUTION 3.1 EXAMINATION A. Prior to commencing Work, the Contractor shall verify that the Site conditions and substrate surfaces are in conformance with the Contract Documents 3.2 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 01400 -3 Quality Control • SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 GENERAL 1.01 DESCRIPTION - This Section describes the requirements for furnishing installing, operating, maintaining and removing temporary facilities, including electrical power, lighting, telephone, water, fire protection, sanitary service and storm drainage for use during construction and for testing equipment installed under the Contract 1.02 BASIC REQUIREMENTS A. General 1. Obtain permit for installation, maintenance and use of temporary utility services. Provide approved permits to STCM. 2. Comply with all Federal, State and local codes, regulations and ordinances. 3. Comply with requirements of utility agencies from which temporary services are obtained 4. The Contractor is responsible for obtaining easements, rights of entry, etc., as required from the property owner prior to making any use of property outside the limits of the Work. B. Electrical Service 1. Provide and maintain lighting and power for field offices, storage and other construction facilities and areas, as required. 2. Provide and maintain temporary street lighting in areas where existing street lighting system is disturbed by the Work. 3. Provide and maintain night security lighting at secured areas within construction limits at offices, storage facilities and excavated areas. Water Service — Furnish, install and maintain temporary water system to serve areas within the limits of the Work and construction staging area as required. 1. Provide and maintain temporary fire protection system for control of fires that may occur during construction. 2. Furnish, install and maintain portable fire protection equipment. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01500 -1 Construction Facilities and Temporary Controls E. Sanitary Service 1. Furnish, install and maintain sufficient temporary sanitary facilities and services. F. Barriers 1. Provide barriers to prevent unauthorized entry to construction areas, and to protect existing facilities and adjacent properties from damage from construction operations and demolition. 2. Protect vehicular traffic, stored materials, site and structures from damage. G. Fencing The Contractor shall furnish and erect temporary 6 -foot commercial grade chain link fencing to secure the perimeter of the Work if required by the Contractor to maintain security of it's operations. 1. The perimeter fencing shall not include public rights of way unless approval has been granted to close the public right of way. 2. The perimeter fencing shall not be located less than 25 feet from the edge of the appropriate railroad operator's track without prior approval from STCM and that railroad. H. Water Control 1. Grade site to drain. Maintain excavations free of water. Provide, operate and maintain pumping equipment, as needed. 2. Protect site from puddling or running water. I. Security 1. Provide security and facilities to protect site from unauthorized entry, vandalism, or theft. J. Roads 1. Provide and maintain access to fire hydrants, free of obstruction. 2. Provide means of removing mud from vehicle wheels before entering streets. Provide street sweeping service as needed to ensure adjacent roadways are maintained free of debris. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01500 -2 Construction Facilities and Temporary Controls IY D: , v, U0 , u) 0 ` tout w o rn D ` I— I— 0 Z , D o. O N H; D = V; 0 z K. Parking 1. Provide parking areas, either on -Site or off -Site, to accommodate construction personnel as required. L. Temporary buildings Any temporary buildings such as storage sheds, shops and offices, required by the Contractor shall remain the property of Contractor and unless specifically allowed in writing by the STCM, shall be removed upon completion of Work. M. Progress Cleaning and Waste Removal 1. Maintain area free of waste materials, debris, and rubbish. Maintain Site in a clean and orderly condition. 2. Remove debris and rubbish from the Site on a weekly basis. 3. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. 4. Collect and remove waste materials, debris, and rubbish from the Site weekly and dispose off -Site. N. Removal of Temporary Utilities, Facilities, and Controls 1. Unless specifically directed otherwise by the STCM, temporary utilities, equipment, facilities or materials used in the execution of the Work, or a portion of the Work, shall be removed before Sound Transit will inspect the Work, or a portion thereof for Substantial Completion. 2. Clean and repair damage caused by installation or use of temporary work. 3. Restore existing and permanent facilities used during the Work to original or better condition. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 01500 -3 Construction Facilities and Temporary Controls iJ` oo to cc cn w, w J!: w a 10 a z � H O' Z F— Wt v =O t � z ~ `: PART 1— GENERAL 1.1 SUMMARY Not used. SECTION 01560 ENVIRONMENTAL CONTROLS A. This Section specifies temporary environmental controls required to be maintained during the Work. PART 2 — PRODUCTS PART 3 — EXECUTION 3.1 TEMPORARY DAMS A. Except in time of emergency, earth dams are not acceptable at catch basin openings, local depressions, or elsewhere. Temporary dams of sand bags, asphalt concrete, or other acceptable material will be permitted when necessary to protect the work, provided their use does not create a hazard or nuisance to the public. Such dams shall be removed from the site as soon as they are no longer necessary. 3.2 AIR POLLUTION CONTROL A. The Contractor shall not discharge smoke, dust, and other contaminants into the atmosphere that violate the regulations of legally constituted authorities. Minimize dust nuisance by cleaning, sweeping, and sprinkling with water, or other means. The use of water, in amounts resulting in mud on public streets, is not acceptable as a substitute for sweeping or other methods. 3.3 NOISE CONTROL A. Work involving noisy operations shall be restricted in accordance with the requirements of Section 01063, Health and Safety Program. B. Comply with local controls and noise level rules, regulations and ordinances which apply to work performed pursuant to the Contract. C. Each internal combustion engine shall be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated on the Site without said muffler. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 01560 -1 Environmental Controls D. Noise levels for scrapers, pavers, graders and trucks shall not exceed 90 dBA and pile drivers shall not exceed 95 dBA at 50 feet as measured under the noisiest operating conditions. For other equipment, noise levels shall not exceed 85 dBA. Equipment that cannot meet these levels shall be quieted by use of improved exhaust mufflers or other means. 3.4 WATER CONTROL A. Temporary Pumping and Drainage: 1. Conform to the regulations and requirements of legally authorized surface water management agencies. 2. Maintain the Work free from water while the Work is in progress. 3. Keep trenches and areas other than the building excavation free from water as required to permit continuous progress of, or to prevent damage to the Work or the work of others. The Contractor's operations shall be conducted in such a manner as to prevent sediment from reaching the sewer. Temporary settling ponds shall be provided as required to trap run -off until the turbidity has settled and the water can be properly disposed of Comply with requirements of the Water Pollution Control Requirements, per General Provisions Section 00500, Part 4.10. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform PRIONEMEMEENEMMEMEMEEMEeMtereMeMeleMME END OF SECTION 01560 -2 Environmental Controls 1 'i 4 ��'r�3 '15,:.!�;,G:•l,.tCa.cCwhL i' i. 3. isU: sLr..a;deib«.l'mtlr3;�'a;4:l;i. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 2 TOC -5 Table of Contents Z 0 UJI ea 'UD Di N tO `, ip I— ; W Wi LL U '� O; • Z; PART 1- GENERAL 1.1 WORK INCLUDES A Removal and disposal of surface debris. B. Removal and disposal of paving, curbs, rockery, and ecology blocks. C. Removal of brush and tree pruning. D. Protecting and maintaining existing structures and land to remain undisturbed. 1.2 RELATED SECTIONS A. Section 0221 I - Rough Grading. REGULATORY REQUIREMENTS 1.3 This Section incorporates by reference the latest revisions of the following documents. They are part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. Reference Title WSDOT /APWA Geotechnical Report Coordinate clearing Work with utility companies. 1.4 JOB CONDITIONS A. Existing conditions: Contractor shall be responsible for determining the actual condition of the site as it effects this portion of the work. The soils report is available for review, and on -site inspections can be arranged. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform SECTION 02110 SITE CLEARING AND GRUBBING 2000 Standard Specifications for Road, Bridge and Municipal Construction, Washington State Dept of Transportation, as modified by APWA Final Subsurface Exploration and Geotechnical Engineering Report, Tacoma Dome Commuter Rail Station, Tacoma WA: AGRA Earth & Environmental, Inc., DRAFT November 1999 02110 -1 Site Clearing and Grubbing D 0 01 N 0< fA W j .9 , w o `� u_ Q; � 3;. 1w' z 1; tZ 1 Wait 1D 01 I0 N 0 I- w w' v !0 0 1: Ft . Z B. Protection: Site clearing and grubbing shall not damage utilities, structures, landscaping or vegetation adjacent to the site. Repair or replace property damage by Contractor's activities. PART 2 - PRODUCTS 2.1 MATERIALS A. Provide Materials: Not specifically described but required for completion of the work of this Section as selected by the Contractor subject to the approval of the Sound Transit Construction Manager (STCM). PART 3 - EXECUTION 3.1 PREPARATION A. Verify that existing plant life designated to remain is tagged or identified. B. Identify a waste area for placing removed materials. 3.2 PROTECTION Protect existing structures and site improvements indicated to remain, including existing concrete retaining wall, from damage by approved methods and /or as authorized by the STCM. All protections shall be removed when work of this Section is completed or when so authorized by the STCM. B. Break up and completely remove all existing asphalt surfacing identified to be removed by Field Inspector. All cutting shall be done to a neat and even line with proper tools or a concrete cutting saw. Minimum depth of cut shall be 1 -1/2 ", unless otherwise specified. Remove any concrete broken beyond the indicated limits to the nearest joint or score line and replace with new concrete to match the existing. C. Protect Existing Utilities indicated or made known to remain traversing the job -site and serving existing adjacent facilities. D. Protect Existing Trees and Shrubs indicated to remain by providing temporary surrounding fencing so located a sufficient distance away so that trees and shrubs will not be damaged by site - clearing operations. E. Protect benchmarks, survey control points, and existing structures from damage or displacement. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 02110 -2 Site Clearing and Grubbing +.. :::,t.,_.,...sti :i;n..,.;...t��r�:a ':.e: •te:= stx+ -.r �:ss.•ri,a..l. :ii.i n. ,5 c- '! -.� Li::t .o - .:�:! „ rc+'•:;:' ∎ Sinai•.:•.: ' j. -'ar ^us 4 F. Protection of Persons and Property (existing structures and site improvements) 1. Provide barricades, warning signs at open depressions and holes on adjacent property and public accesses. 2. Provide operating warning lights during hours from dusk to dawn each day or as otherwise required. 3. Protect existing remaining structures, utilities, sidewalks, pavements other facilities from damage as caused by settlement, undermining, washout or other hazards created by site - clearing operations of this Section. G. Use means necessary to prevent dust from becoming a nuisance to the public, to neighbors and to others performing work on or near the job -site. H. Maintain access to the job -site at all times. 3.3 CLEARING A. Clear areas required for access to site and execution of Work. 3.4 B. Remove all rubbish and debris existing and resulting from work operations of this Section as soon as possible, do not allow to pile up. Do not burn rubbish and debris on the job -site. C. Where active utility lines need to be capped or plugged, perform such work in accordance with requirements of the Utility Company. REMOVAL Remove debris, rock, and extracted plant life from site. Remove paving, curbs, rockery, and ecology blocks. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 02110 - 3 C. Waste resulting from clearing and grubbing shall be hauled to a waste site arranged by the Contractor and disposed of in such a manner as to meet all the requirements of State, County and local regulations. Site Clearing and Grubbing 1 ' V 0 N O u) u- w 0[ Z I— O. UJ j 3 CF ;0 co; I-- W w _ p? LL I Z i. U N; Section 01400 - Quality Control. Section 02211 - Rough Grading. E. Section 02223 - Backfilling. 1.3 REFERENCES C. Reference Title WSDOT /APWA RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform SECTION 02207 AGGREGATE MATERIALS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Aggregate materials. 1.2 RELATED SECTIONS Geotechnical report; bore hole locations and findings of subsurface materials. Section 01012 - Project Administration A. This Section incorporates by reference the latest revisions of the following documents. They are part of this Section as specified and modified: In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. 2000 Standard Specifications for Road, Bridge and Municipal Construction, Washington State Dept of Transportation, as modified by APWA AASHTO T 27 Method for Sieve Analysis of Fine and Coarse Aggregates ASTM D698 Test Methods for Moisture - Density Relations of Soils and Soil- Aggregate Mixtures, Using 5.5 Ib Rammer and 12 inch Drop 1.4 SUBMITTALS FOR REVIEW A. Submit under provisions of Section 01012. B. Samples: Submit, in air -tight containers, 10 Ib sample of each type of fill to testing laboratory. 02207 -1 Aggregate Materials 1.5 QUALITY ASSURANCE A. Perform work in accordance with "2000 Standard Specifications for Road, Bridge and Municipal Construction" and "Standard Plans for Road, Bridge and Municipal Construction" as prepared by the Washington State Department of Transportation (WSDOT) as supplemented by the Washington State Chapter of American Public Works Association (APWA). PART 2 - PRODUCTS 2.1 AGGREGATE MATERIALS A. Aggregates for Asphalt Concrete: Aggregates for Asphalt Concrete shall conform to the requirements of Section 9 -03.8 of WSDOT /APWA, and as indicated in Section 02510, Asphaltic Concrete Paving. Preference shall be given to the use of Recycled Asphalt Pavement (RAP) in the asphalt mix design. RAP shall meet the requirements of WSDOT /APWA Section 9 -03.8. B. Aggregates for Top Course and Base Course: Aggregates for Top Course and Base Course shall conform to the requirements of Section 9- 03.9(3) of WSDOT /APWA, Aggregates for Crushed Surfacing. 2.2 SOURCE QUALITY CONTROL A. Section 01400 - Quality Control: Source testing and analysis of aggregate material. Testing and Analysis: Perform in accordance with AASHTO T 27. If tests indicate materials do not meet specified requirements, change material or material source and retest. D. Provide materials of each type from same source throughout the Work. PART 3 - EXECUTION 3.1 STOCKPILING A. Stockpile materials on site at locations designated by Sound Transit Construction Manager (STCM). B. Stockpile in sufficient quantities to meet Project schedule and requirements. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 02207 -2 Aggregate Materials C. Separate differing materials with dividers or stockpile apart to prevent mixing. D. Direct surface water away from stockpile site so as to prevent erosion or deterioration of materials. 3.2 INSTALLATION A. Clearing, grubbing, and site grading shall be completed and approved in accordance with Sections 02110 and 02211 prior to aggregate placement. B. Aggregate material shall be installed in accordance with WSDOT /APWA requirements for the particular application indicated in the Drawings. 3.3 STOCKPILE CLEANUP Remove stockpile, leave area in a clean and neat condition. Grade site surface to prevent free standing surface water. If a borrow area is indicated, leave area in a clean and neat condition. Grade site surface to prevent free standing surface water. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 02207 -3 Aggregate Materials Reference Title WSDOT /APWA 1.4 QUALITY ASSURANCE RTA/CR 179.00 Tukwila Commuter Rail Station — Temporary Platform SECTION 02211 ROUGH GRADING 02211 -1 PART 1 - GENERAL 1.1 SECTION INCLUDES A. General exterior grading, cutting and filling, including grading for paving areas. B. Provide all fill material required. 1.2 RELATED SECTIONS A. Section 01012 - Project Administration B. Section 01400 - Quality Control. C. Section 02110 - Site Clearing and Grubbing. D. Section 02223 - Backfilling. 1.3 REFERENCES This Section incorporates by reference the latest revisions of the following documents. They are part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. 2000 Standard Specifications for Road, Bridge and Municipal Construction, Washington State Dept of Transportation, as modified by APWA ASTM D1557 Test Methods for Moisture - Density Relations of Soils and Soil- Aggregate Mixtures Using 10 lb Rammer and 18 inch Drop A. Perform Work in accordance with WSDOT /APWA requirements. Rough Grading �. ei::: .� n. ....�r�..:1 ksu7..lk +. . hu,- v.^ aN.....Gsra�:�}H.frei4�'C:u^r?a �KF :ttl�'a ici;iti.#.SL'A.J. F. �ybLr!r':>� '•`._. 00; W uf J W 0i u. Q, y D w : F., "�Z fry 0 w V w N H � Z 1.5 PERMITS A. Permits indicated in Section 01020 — Project Administration and required inspections are to be obtained by the Contractor. Any and all fees or costs for these permits and required inspections are to be paid by the Contractor. PART 2 - PRODUCTS 2.1 MATERIALS A. None. PART 3 - EXECUTION 3.1 EXAMINATION A Verify site conditions, and that clearing and grubbing has been adequately performed as specified in Section 02110 — Site Clearing & Grubbing. Verify that survey bench mark and intended elevations for the Work are as indicated. 3.2 PREPARATION Identify required lines, levels, contours, and datum. Stake and flag locations of known utilities. C. Locate, identify, and protect utilities that remain, from damage. D. Protect above and below grade utilities that remain. E. Protect plant life, lawns, and other features remaining as a portion of final landscaping. F. Protect bench marks, survey control points, existing structures, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. 3.3 GRADE STAKES A. Contractor shall notify the Sound Transit Construction Manager (STCM) at least 48 hours before staking is required. The STCM will determine if work is ready for staking. B. Protect and maintain stakes in place until their removal is approved by the STCM. Grade or location stakes lost or disturbed by Contractor, shall be reset at expense of Contractor. RTA/CR 179-00 Tukwila Commuter Rail Station — Temporary Platform 02211 -2 Rough Grading 3.4 VERIFICATION OF GRADES A. No credit allowances will be given for any discrepancy between existing grades and grades indicated on grading plan, unless such discrepancies are called to attention of surveyor at time grades are set. 3.5 FIELD QUALITY CONTROL A Section 01400 - Quality Control: Field inspection and testing. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 02211 -3 Rough Grading RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform SECTION 02270 PART 2 - PRODUCTS 2.1 MATERIALS Filter fabric fence per City of Kent Standard Detail 5 -6. END OF SECTION EROSION AND SEDIMENT CONTROL PART 1- GENERAL 1.1 DESCRIPTION . The work includes installing, maintaining, and removing erosion control items as shown in the drawings, drawing notes or as approved by STCM. PART 3 - EXECUTION 3.1 TEMPORARY EROSION AND SEDIMENTATION CONTROL . Execution of TESC per notes in plans. 02270 -1 Erosion and Sediment Control , .. a ,;,... - ,; - :��,w. 0 0; to w N u.. w 0 . J 'co D = w` :Z1.". D U V/ 0 _t" 0 F-; Reference • Title WSDOT /APWA RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform SECTION 02510 ASPHALTIC CONCRETE PAVING PART 1- GENERAL 1.1 SECTION INCLUDES A. Asphaltic concrete paving, wearing binder or base course. B. Surface sealer. 1.2 RELATED SECTIONS A Section 01012 - Project Administration. B. Section 01400 - Quality Control. C. Section 02207 - Aggregate Material. Section 02211 - Rough Grading. 1.3 REFERENCES This Section incorporates by reference the latest revisions of the following documents. They are part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. 2000 Standard Specifications for Road, Bridge and Municipal Construction, Washington State Dept of Transportation, as modified by APWA and as amended by the City of Tacoma. ADA Title III of the American with Disabilities Act, for the Handicapped. ASTM D946 Penetration- Graded Asphalt Cement for Use in Pavement Construction. 02510 -1 Asphaltic Concrete Paving (A W 9 co Wi j O Li- ott =a' 1 _ W ;; Z X t- O; Z t-; ss D pr p -- j 0 I—• W W; 2 U. . CU t Z 1.4 SUBMITTALS FOR REVIEW A. Make submittals in accordance with Section 01012. B. Product Data: Provide data on joint filler. 1.5 QUALITY ASSURANCE A. Perform work in accordance with the "Design Manual ", City of Tukwila Public Works Department, and WSDOT /APWA. B. Conform to Title III of the American with Disabilities Act, access for the handicapped. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not place asphaltic concrete when environmental conditions do not meet weather limitations defined in Section 5- 04.3(16) of WSDOT /APWA. PART 2 - PRODUCTS 2.1 MATERIALS A. Aggregate base: Aggregate base shall be Top Course and Keystone with a 5/8 -inch maximum grading as specified in Section 02207 — Aggregate Materials. Asphalt concrete: Asphalt concrete shall be Class B complying with the requirements of Section 5 -04 of WSDOT -APWA. Asphalt binder shall be paving asphalt, Grade AR- 4000W, and shall comply with Section 9 -02.1 of WSDOT -APWA. Aggregates shall comply with specifications of Section 02207 — Aggregate Materials, and 100% of the aggregates shall pass the 1/2 -inch sieve size. 2.2 ASPHALT PAVING MIX A Use dry material to avoid foaming. Mix uniformly. 2.3 SOURCE QUALITY CONTROL AND TESTS A. Section 01400 - Quality Control: Provide mix design for asphalt. B. Submit proposed mix design of each class of mix for review prior to beginning of work per Section 01012 — Project Administration. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 02510 -2 Asphaltic Concrete Paving PART 3 - EXECUTION 3.1 EXAMINATION A. Verify compacted base course and top course are acceptable and ready to support paving and imposed loads prior to performing the work of this section. B. Verify gradients and elevations of base are correct. 3.2 AGGREGATE PLACEMENT A. Subgrade: Areas to be paved shall be graded and compacted in accordance with Section 2 -06 of the WSDOT /APWA and Section 02211 — Rough Grading. Structural fill shall be placed per Section 02223 — Backfilling & Platform Timber. B. Aggregate base: Placing of aggregate base and top course shall comply with Section 4 -02 of the WSDOT /APWA and Section 02207 — Aggregate Materials. Relative compaction shall be a minimum of 95 percent as determined by ASTM D1557. 3.3 THICKNESS AND COURSES: A. Thickness Of Surfacing: Use 2 -inch asphalt concrete, Class B, over 4 -inch crushed surfacing top course. 3.4 PLACING ASPHALT PAVEMENT Asphalt concrete: Placement of asphalt concrete pavement shall comply with Section 5 -04 of WSDOT /APWA. Asphalt swale shall be shaped and compacted to achieve required elevations and slope. B. Finish asphalt concrete surfaces smooth and even, to indicated elevations without low spots, hollow or irregularities and properly sloped for drainage. 3.5 TOLERANCES A. Flatness: Maximum variation of 1/4 inch measured with 10 foot straight edge. 3.6 FIELD QUALITY CONTROL A. Section 01400 - Quality Control. 3.7 PROTECTION A. Immediately after placement, protect pavement from mechanical injury for 1 days or until surface temperature is less than 140 degrees F. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 02510 -3 Asphaltic Concrete Paving 3.8 SEAL COAT A. This work shall consist of cleaning existing asphalt concrete paving, patching, and seal coating with a slow setting asphalt emulsion. B. Asphalt emulsion shall be CSS -I per WSDOT 9- 02.1(6) or an asphalt emulsion manufactured specifically for sealing asphalt pavement. C. The liquid asphalt emulsion shall be sprayed or squeegeed onto the surface in a thin uniform coating. The total quantity of diluted sealant shall be 0.15 gallons per square yard. Vehicles shall be kept off sealant until it has absorbed into the existing surface. The existing surface shall be swept with a power broom until it is free of dirt or other foreign matter. Hand push brooms shall be used to clean omissions of the power broom. The surface shall be dry prior to placing sealant. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 02510 -4 Asphaltic Concrete Paving PART 1- GENERAL CEMENT CONCRETE CURB, CURB AND GUTTER, AND SIDEWALKS 1.1 DESCRIPTION The work includes constructing extruded cement concrete curbs, cement concrete curb, cement concrete sidewalks, cement concrete pad, and premolded joint filler. 1.2 STANDARD SPECIFICATIONS All work to be performed and materials to be used shall be in accordance with the City of Tukwila Construction Standards; and the 1998 Standard Specifications and Standard Plans for Road, Bridge and Municipal Construction, as published by the Washington State Department of Transportation, unless otherwise indicated herein. 1.3 QUALITY CONTROL A Refer to Section 01400, "Quality Control." B. Provide concrete to STCM adequate for testing, if required. PART 2- PRODUCTS 2.1 CONCRETE Extruded traffic curb or curb and gutter shall be constructed with a cement concrete mix that will have a dense, uniform texture which will not sag or displace behind the machine. The concrete shall be proportioned as follows: Sacks of cement per cubic yard 6.5 Pounds of dry fine aggregate and coarse aggregate per sack of cement 490 Slump (ASTM Designation C 143) Not over 1 -inch Air entrainment 5 percent PSI compressive strength at 28 days 3,000 RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform SECTION 02763 02763 -1 Cement Concrete Curb, Curb and Gutter, and Sidewalks w = J ~; wO U. a = d 1- z�! =O r z1- m O N '0 1- to W ,' 1- v;: -Ox • Z, O z The Contractor will be allowed to use a different concrete mix if approved by the Owner's Representative, provided that it develops not Tess than 3,000 pounds per square inch compressive strength at 28 days. It is the intent of these specifications to provide a concrete mix having such characteristics of mobility and workability that it can be extruded without slumping, deforming or displacing. The finished curb shall have a dense, smooth and uniform surface texture and shall develop a minimum of shrinkage cracks upon curing. B. Cast -in -place cement concrete curbs, curb and gutter, sidewalks, and plaza pavement shall be constructed with air- entrained concrete Class 3000 conforming to the requirements of Section 6 -02 of the WSDOT Standard Specifications. Entrained air content shall be 5 percent ±1 1/2 percent. 2.2 ADHESIVE A Adhesive used to bond the extruded curb to the pavement shall be Concresive 1064 -A Epoxy, as manufactured by Adhesive Engineering Corp., or an approved equal. 2.3 PREMOLDED JOINT FILLER A. Premolded joint filler shall conform to Section 9- 04.1(2) of the Standard Specifications. PART 3 - EXECUTION 3.1 Concrete curb and gutter shall be constructed in conformance with City of Kent Standard Details and Section 8- 04.3(1) of the WSDOT Standard Specifications, except as identified herein. Joints shall be placed at intervals which match the existing, but not greater than 15 feet and shall extend completely through the curb and gutter section. Place an expansion joint at all curb return points. 3.2 Extruded curb shall be constructed in conformance with Section 8 -04.3 (1) A of the WSDOT Standard Specifications, except as modified herein. Immediately prior to placing the curb, adhesive shall be applied to the pavement surface. Joints shall be placed at 10 -foot maximum intervals and shall extend completely through the curb section. Place an expansion joint at all curb return points. 3.3 Cement concrete sidewalk and pad shall be constructed in conformance with WSDOT Standard Details and Section 8 -14.3 of the WSDOT Standard Specifications. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 02763 -2 Cement Concrete Curb, Curb and Gutter, and Sidewalks J.1 r.W1J.0rSte^:a PART 1- GENERAL 1.1 DESCRIPTION . The work includes constructing pavement markings and traffic control signage for the roadways and parking areas as indicated on the drawings. 1.2 STANDARD SPECIFICATIONS A. All work to be performed and materials to be used shall be in accordance with the City of Tukwila Construction Standards; and the 2000 Standard Specifications and Standard Plans for Road, Bridge and Municipal Construction, as published by the Washington State Department of Transportation, unless otherwise indicated herein. B. The Contractor shall have one copy of the Standard Specifications and Construction Standards at the job site. The Standard Specifications apply only to performance and materials and how they are to be incorporated into the work. The legal /contractual relationship sections, and the measurement and payment sections do not apply to this document. 1.3 Submittals A. Refer to Section 01300, "Submittals." Manufacturer's Certificates /Catalog Cuts: Provide certification or catalog cuts showing conformance with requirements. PART 2- PRODUCTS 2.1 PAINT A. Paint for pavement markings shall comply with Washington State Department of Transportation Specifications. The paint shall be factory mixed, quick drying and nonbleeding. Colors shall be as indicated on the drawings. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform SECTION 02765 PAVEMENT MARKINGS AND SIGNAGE 02765 -1 Pavement Markings and Signage w tY 2: tJ Oi co D i'' CO W; CO W 0; u_ ZH Z H> W ill 1 0 —r 0 1_-? w W 1- v 0 2.2 PLASTIC A. Plastic for pavement markings shall be one of the following: Plastic - Pressure Sensitive Marking Material Manufacturer Name Brand 2.3 SIGNS PART 3 - EXECUTION Ferro Corporation Prismo Universal Co. Prismo Universal Co. Seibulite of America, Inc. 3M Company 3M Company 3M Company Manufacturer Ferro Corporation Lafrentz Road Service Ltd. Norris Paint Company Norris Paint Company Norris Paint Company Pave -Mark Corporation Pave -Mark Corporation Swedish A.B. Cleanosol Plastic - Extruded Materials A. Accessible parking signs shall be reflective sheeting on sheet aluminum conforming to Sections 9 -28.8 and 9 -28.12 of the WSDOT Standard Specifications. Wood posts shall be standard or better grade Douglas Fir or Hem -Fir pressure treated with Chemonite or approved equal. 3.1 Pavement markings installation shall conform with Section 8 -22.3 of the WSDOT Standard Specifications, except that the Contractor shall be responsible for all layout and control points, striping shall not deviate more than 1/4 -inch in 10 feet from a straight line and striping shall not be more than 1 -inch from the specified locations. Paint striping shall only be applied after the seal coat is dry, when the pavement is clean and dry, and when the temperature is above 50 degrees F. 3.2 Signs shall be located and installed as shown on the plans. All sign posts shall be plumb and all signs shall be level. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION Cata -tile Prismo Brand Prismo Brand Seibulite MM Stamark 5730 Series Stamark 350 Series Stamark 380 Series Identification Catatherm ABITOL Lafrentz Thermoplastic Norline Thermoplastic Norline Thermoplastic TP Dura- Stripe AC Pave -Mark Hydrocarbon Pave -Mark Alkyd Cleanosol IT 60 m11 60 mil 90 mil 60 m11 60 mil 60 mil 60 mil 125 mil 125 mil 125 mil 120 mil 90 mil 125 mil 125 mil 125 mil 02765 -2 Pavement Markings and Signage � _. re N; co 0 W , w CO _ o _ :; Z W W; U 0 ; Wtut v ' g Z w u . 0 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Contract Documents, including the General Provisions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Galvanized -steel chain -link fabric, fences, gates, posts, fittings, fastenings, and other accessories. 1.3 REFERENCES A. Applicable codes, standards, and specifications: 1. American Society for Testing Materials (ASTM) 2. American Association of State. Highway and Transportation Officials (AASHTO) 3. Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction (WSDOT) 1.4 SUBMITTALS General: Submit the following according to the General Provisions and Division 1 Specification Sections of the Contract. Product data in the form of manufacturer's technical data, specifications, and installation instructions for fence and gate posts, fabric, gates, and accessories. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has at least three years' experience and has completed at least five chain -link fence projects with same material and of similar scope to that indicated for this Project with a successful construction record of in- service performance. B. Single- Source Responsibility: Obtain chain -link fences and gates, including accessories, fittings, and fastenings, from a single source. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform SECTION 02831 CHAINLINK FENCES AND GATES 02831 -1 Chainlink Fences and Gates V t U O: co ' W W co L w u.< N d 0 ; D V tn, '0 { W up V Z ' c F0 '. 1.6 PROJECT CONDITIONS A. Field Measurements: Verify layout information for fences and gates shown on the Drawings in relation to the property survey and existing structures or as directed by the STCM. Verify dimensions by field measurements. PART 2 - PRODUCTS 2.1 GENERAL A. Materials for chain -link fence and gates shall conform to WSDOT 9 -16.1, Types 3 and 6 Fence, Class 1 Material. 2.2 COMPONENTS A. Materials for the various components shall be as follows: 1. Chain -Link Fabric: Per WSDOT 9.16.1(7) B.. Posts: Pipe posts per WSDOT 9- 16.1(2)B C. Top Rails, Braces, and Trusses: Per WSDOT 9- 16.1(3) Post Tops: Weathertight closure tops shall be provided for each post. Post tops shall fit over the outside of posts and shall have openings suitable for the through passage of the top rail. Post tops shall be steel, malleable iron, or ductile iron: E. Tension Wire and Attachments: Per WSDOT 9- 16.1(4) F. Ties and Clips: Wire shall be per WSDOT 9- 16.1(9). Ties or clips shall be provided for attaching the fabric to line posts, rails, and braces. Ties shall be spaced 12 inches on centers for attaching fabric to line posts; ties shall be spaced 24 inches on centers for attaching fabric to rails and braces. G. Gates: Per WSDOT 9- 16.1(10) H. Gate Hardware: 1. Gate hardware shall be steel, malleable iron, or ductile iron. 2. Each gate leaf shall have 1' pair of hinges. Hinges shall permit gate to be opened 180 degrees. 3. Latches shall be forked type or plunger -bar type to permit operation from either side of gate. Latches shall have a padlock eye as an integral part. 4. Gate stops shall be provided for the double gates. Gate stops shall be set in concrete and shall engage the plunger bar or a center drop bolt. RTA/CR 179 -00 Tukwila Commuter Rail Station - Temporary Platform 02831 -2 Chainlink Fences and Gates 5. A gatekeeper shall be provided for the double gates and shall consist of a mechanical device for securing the free end of each gate leaf when in the full open position. I. Miscellaneous Fittings and Hardware: Per WSDOT 9- 16.1(6) J. Concrete: Concrete for footings shall have a 28 -day compressive strength of 3,000 psi. Part 3 - EXECUTION 3.1 INSTALLATION . Installation shall comply with WSDOT 8- 12.3(1) and WSDOT Standard Plans L -2 and L -3 for Type 1 Fence with Round Posts. Fence and gates shall be installed after final grading is complete. . Care shall be taken not to damage the coating on fencing materials. Any areas damaged shall be repaired with an approved field coating. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 02831 -3 Chainlink Fences and Gates • PART 1 - GENERAL 1.1 DESCRIPTION A. This work includes installation of concrete wheelstops. 1.2 Submittals A. Submit Product Data in accordance with Section 01300, "Submittals." 1.3 PROJECT CONDITIONS A Verify that substrates are adequately clean for application of grout. PART 2 - PRODUCTS 2.1 MATERIALS A Provide wheelstops of profile indicated, manufactured using equipment and mix to comply with Section 03300. B. Grout: Either "Nonshrink Grout" or two component epoxy adhesive equal to Concresive 1064 may be used. C. Reinforcement: Provide as specified in Section 03200. PART 3 - EXECUTION 3.1 INSTALLATION A. Apply grout or adhesive to substrate, sufficient to cover 80 percent of wheelstop contact area after installation. B. Place wheelstops in position and anchor with #4 reinforcing bar at least 10 inches long. Drive in 1 inch below top of bumper. C. Fill anchor hole with grout. Finish surface to match wheelstop. END OF SECTION RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform SECTION 02846 PRECAST CONCRETE WHEELSTOPS 02846 -1 Precast Concrete Wheelstops LU O In a Z Fi 0 Z F- :. • ai i 1,14 { RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 3 TOC -6 Table of Contents PART1- GENERAL 1.1 SUMMARY A. Related Sections: 1. Submittals: Section 01300. 1.2 REFERENCES SECTION 03200 CONCRETE REINFORCEMENT A. American Concrete Institute (ACI). 1. ACI 301 - "Specifications for Structural Concrete for Buildings." 2. ACI 318 - "Building Code Requirements for Reinforced Concrete." 3. SP -66 "ACI Detailing Manual." 1.3 SUBMITTALS American Society for Testing and Materials (ASTM). 1. A 82 - "Specification for Steel Wire, Plain, for Concrete. Reinforcement." 2. A 185 - "Specification for Steel Welded Wire, Fabric, Plain, for Concrete Reinforcement." 3 A 615 - "Specification for Deformed and Plain Billet -Steel Bars for Concrete Reinforcement." Concrete Reinforcing Steel Institute (CRSI). 1. "Manual of Standard Practice." A. Shop Drawings: Show sizes, spacings, locations and quantities of reinforcing steel, stirrup spacing, splicing, diagrams of bent bars, and arrangement and assemblies. Make Shop Drawings in accordance with ACI SP -66. B. Mill Certificates: Accompanying Shop Drawings, submit steel producer's certificates of mill analysis, tensile, and bend tests for reinforcing steel, and conformance with ASTM Specifications. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: Conform with applicable requirements of UBC Chapter 19, and as noted on Structural Drawings. B. Perform Work in accordance with ACI SP -66 RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 03200 - 1 Concrete Reinforcement 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver reinforcement to jobsite bundled, tagged, and marked. Use metal tags indicating bar size, lengths, and other information corresponding to markings shown on placement diagrams. PART 2 - PRODUCTS 2.1 MATERIALS A. Reinforcing Bars: In accordance with requirements of ASTM A 615, Grade 60, and as noted on Structural Drawings. B. Steel Wire: Cold -drawn steel wire in accordance with requirements of UBC Standard 19 -5 and ASTM A 82. C. Welded Wire Fabric: 6 by 6, W1.4 x W1.4 cold -drawn wire in accordance with requirements of ASTM A 82, and A 185, F = 60,000 psi. Furnish in sheets, not rolls. D. Tie Wire: American Wire 16 -gage or heavier black annealed wire. E. Supports for Reinforcement: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcement in place: 1. Use wire bar type supports complying with CRSI recommendations, unless otherwise shown or specified. Do not use wood, brick or other similar materials. 2. For slabs on grade, use concrete blocks or supports with sand plates or horizontal runners where base material will not support chair legs. 3. For exposed -to -view concrete surfaces, where legs of supports are in contact with forms, provide supports with either hot -dip galvanized or plastic protected legs. 2.2 FABRICATION A. Fabricate reinforcing bars to conform to required shapes and dimensions, with fabrication tolerances complying with CRSI. Provide elbow bars to lap horizontal bars at all corners and intersections. All hooks shall be "Standard" in accordance with ACI 318. In case of fabricating errors, do not re -bend or straighten reinforcement in a manner that will injure or weaken material. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 03200 - 2 Concrete Reinforcement rtaM41, 144+" 1: 1, - • oc 2 U O ' 0 w ; 1 co u . w 0 g 3 to z � , 0 z z !o va, o H u O W z PART 3 - EXECUTION 3.1 INSTALLATION A. Place reinforcing steel in accordance with Drawings, reviewed Shop Drawings, as noted on Structural Drawings, and applicable requirements of codes and standards. Install reinforcement accurately and securely against movement, particularly under the weight of workers and the placement of concrete. B. Clean reinforcement to remove loose rust and mill scale, earth, and other materials which might reduce or destroy bond with concrete. C. Position, support, and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers as required to maintain clearances and meet applicable code tolerances. D. Splices: Provide standard reinforcement splices by lapping ends, placing bars in contact, and tightly wire tying. Avoid splices of tensile reinforcement at or near points of maximum stress. Lap welded wire fabric 12 inches at splices. Locate splices as noted on Structural Drawings. Splice locations not shown shall be reviewed and accepted by STCM before fabrication. E. Cover: Place reinforcement to obtain minimum coverage for concrete protection as noted on Structural Drawings. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 03200 - 3 Concrete Reinforcement 2 c.) c) m w 0 CO LL Q H 0 Z g. U.1 Wt 2 p c ; o F- w w! 11 vi 16 Z ta H 0 ; PART 1 - GENERAL 1.1 SUMMARY SECTION 03300 CAST -IN -PLACE CONCRETE A. Provide cast -in -place concrete for all concealed concrete surfaces, and curbs and paving exposed to view in the finished Work as shown and specified. B. Related Sections: 1. Submittals: Section 01300. 2. Cement Concrete Curb, Curb and Gutter, Sidewalks and Plaza Pavement: Section 02763. 3. Architectural Concrete: Section 03330. 1.2 REFERENCES A. American Concrete Institute (ACI). 1. ACI 301 - "Specifications for Structural Concrete for Buildings." 2. ACI 304R - "Guide for Measuring, Mixing, Transporting, and Placing Concrete." 3. ACI 318 - "Building Code Requirements for Reinforced Concrete." B. American Society for Testing and Materials (ASTM). 1. C 31 - "Practices for Making and Curing Concrete Test Specimens in the Field." 2. C 33 - "Specification for Concrete Aggregates." 3. C 39 - "Test Method for Compressive Strength of Cylindrical Concrete Specimens." 4. C 42 - 'Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete." 5. C 94 - "Specification for Ready -Mixed Concrete." 6. C 143 - "Test Method for Slump of Portland Cement Concrete." 7. C 150 - "Specification for Portland Cement." 8. C 172 - "Method of Sampling Freshly Mixed Concrete." 9. C 260 - "Specification for Air - Entraining Admixtures for Concrete." 10. C 309 - "Specification for Liquid Membrane - Forming Compounds for Curing Concrete." 11. C 618 - "Specification for Fly Ash and Raw Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete." 12. D 1751 - "Specification for Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Non- extruding and Resilient Bituminous Types)." RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 03300 - 1 Cast -in -Place Concrete 1.3 SUBMITTALS A. Mix designs, for each proposed mix, prepared by Testing Agency. B. Product Data: Describe all admixtures and curing materials. Obtain approval from STCM before proceeding. C. Certification that all materials furnished conform to Specifications. D. Plan and schedule of concrete placement. Show construction, contraction and expansion joints. E. Delivery tickets complying with ASTM C 94 for each load of concrete delivered to the site. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: Conform with applicable requirements of UBC Chapter 19, and as noted on Structural Drawings. 1.5 PROJECT CONDITIONS A. Unless adequate protection is provided and acceptance is obtained, concrete shall not be placed during rain, sleet, or snow. B. Rainwater shall not be allowed to flow into forms or increase mixing water nor to damage surface finish. C. When temperature of surrounding air is expected to be below 40 degrees F during placing or within 24 hours after placing, temperature of plastic concrete, as placed, shall be no lower than 55 degrees F for sections Tess than 12 inches in any dimension nor 50 degrees F for any other sections. Temperature of concrete as placed shall not exceed 90 degrees F. PART 2- PRODUCTS 2.1 MATERIALS A. Portland Cement: Type I or II, ASTM C 150. Use one brand of cement throughout Project. B. Fly Ash: ASTM C 618, Class F. C. Standard Weight Aggregates: ASTM C 33 from acceptable pits. Maximum size used in a particular location shall be consistent with the form and dimensions of section being placed, with the location and spacing of reinforcing steel and with the method of vibration. D. Water: Clean, potable, and free of deleterious materials. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 03300 - 2 Cast -in -Place Concrete • w u� �s (..) O o CO wi • wo u_ a, = d ` • _ z � to • IA- r6 p • ii i Z 0. •Z. E. Air Entraining Admixtures: ASTM C 260. F. Curing Materials (General): 1. Fiber reinforced asphaltic vapor barrier Kraft paper. 2. Polyethylene sheet, 4 -mil thickness. 3. Curing Compound: Burke Rez -X; or approved equal; all resin based curing z compound, ASTM C 309, Type I -D. 1 ce uo , G. Curing Material (Communication Shelter): Sonneborn Building Products, Sonosil; or approved equal; clear, water - soluble, inorganic silicate base compound for surface -I v application to cure, harden, and dustproof interior slab on grade. 0 0! en 0 co tu H. Premolded Joint Filler: ASTM D 1751. 9 ~ 0 u_ 2.2 MIXES w 0 ga ' A. The various concrete mixes to be used are as noted on Structural Drawings. N 1. Concrete mixes shall comply with ASTM C 94. Proportioning shall comply with v . Option C; mixing and transporting shall comply with requirements for I- w ' Truck -Mixed Concrete. •z i- 1- O z F-i B. Limit use of fly ash to not exceed 25 percent of cement content by weight. , Lu • o 2.3 SOURCE QUALITY CONTROL V co' o 1- A. Testing Laboratory will review mix designs, certificates of compliance, and samples. w w` • O; • fir Z , 0 ! z PART 3 - EXECUTION 3.1 EXAMINATION 3.2 PREPARATION A. Verify that anchors, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. B. Verify requirements for concrete cover over reinforcement. A. Chip keys and roughen existing concrete surfaces where new concrete abuts. B. Remove foreign matter accumulated in forms. Wet wood forms sufficiently to tighten up cracks. Wet other materials sufficiently to reduce suction and maintain workability of concrete mix. Wet subgrade surfaces immediately prior to placing slabs on grade. Use trigger operated spray nozzles for water hoses. 3.3 INSTALLATION A. Placing Concrete: 1. Notify STCM a minimum of 24 hours prior to commencement of operations. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 03300 - 3 uf.1..t/wbu i.utar Wdul.'L'+i+yd1 Cast -in -Place Concrete 2. Place concrete in accordance with ACI 301. 3. Transport concrete from batching plant to place of final deposit as rapidly as practicable. Place concrete before initial set has occurred and in no event after it has contained water for more than 45 minutes. 4. Pour all concrete monolithically unless shown otherwise or approved prior to placement. 5. Convey concrete from mixer to forms as rapidly as possible and deposit as nearly as practicable in its final position by methods which will prevent segregation or Toss of ingredients. 6. Welded Wire Fabric: Raise to middle of slab during pour. 7. Thoroughly vibrate and tamp concrete so that all parts of forms are filled and so that no voids remain in mass or on surface. Take special care to Work concrete through and around reinforcing steel. Provide concrete cover on reinforcing steel as noted on Structural Drawings. 8. Embed anchor bolts a minimum of 7 inches into concrete and hook. B. Finishing Concrete: 1. General: Vibrate to compact, screed, level, and tamp with a grid tamper to raise a thin mortar bed to the surface. Trowel after concrete has hardened sufficiently to prevent drawing moisture to the surface. Do not dust with dry materials. 2. Interior Floor Slabs: Steel trowel and tool joints. 3. Sidewalks, Exterior Slabs on Grade and Curbs: Finish as specified in Section 02763. C. Tolerances: Exterior slabs, 1/4 inch in 10 feet. 3.4 CONCRETE CURING AND PROTECTION A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 308 and as specified. At temperatures below 40 degrees F., protect concrete from freezing in accordance with ACI 306. B. In hot, dry and windy weather protect concrete from rapid moisture loss before and during finishing operations with an evaporation - control material. Apply according to manufacturer's instructions after screeding and bull floating, but before power floating and troweling. C. Curing Formed Surfacing: At atmospheric temperatures above 80 degrees F., provide positive wet curing methods. Cure formed concrete surfaces, including walls, columns, beams and underside of beams, supported slabs, and other similar surfaces by moist curing with forms in place until the forms are removed. If forms are removed, continue curing by method specified below, as applicable, until temperature is reduced to below 75 degrees F. 1. Start curing as soon as free water has disappeared from concrete surface after placing and finishing, or as shown as marring of concrete will not occur. Keep continuously moist for not less than 7 days or until temperature is reduced to below 75 degrees F. 2. Monitor the curing operations as required to ensure concrete surfaces remain fully wetted and that cover materials are not displaced during full curing period. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 03300 - 4 Cast -in -Place Concrete tett D . U O co 0 W w F. W 0 1— 0 z t; U i O F = 0 0, ti i Z At a minimum, check curing method every 8 hours, including Saturdays, Sundays and holidays. 3. Additional Curing Periods: When 7 -day compression test cylinders, representative of parts of a structure already placed, are less than 90 percent of design strengths, give those parts of the structure additional curing as directed by the STCM. Cure as follows: a. Walls Subjected to Frost Action or Similar Deteriorating Conditions: 10 days. b. All Other Concrete: 7 days. 4. Cure walls with curing compound after form removal regardless of atmospheric temperature. D. Curing Unformed Surfaces: Cure unformed surfaces regardless of atmospheric temperature, including slabs, floor topping and other flat surfaces by applying appropriate curing method. 1. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. 2. Provide moisture curing at slabs to receive sealers, waterproofing, dampproofing, membrane roofing, and similar items as required by subsequent treatment manufacturer. 3. Slabs: Provide moisture curing when ambient temperature is above 80 degrees F. At temperatures below 80 degrees F., cure slabs with moisture - retaining membranes for a minimum of 7 days or by curing compounds where allowed. Establish 100 percent strength of lab -cured test cylinders prior to cessation of wet curing procedures. E. Curing Methods: Cure concrete by moist curing, by moisture - retaining cover curing, by curing compound, or by combining these methods, as specified. Perform curing in accordance with ACI 308 for humidity level of ambient air. Use water -fog spray when humidity drops below requirements. 1. Provide moisture curing by the following methods: a. Keep concrete surface continuously wet by covering with water. b. Use continuous water -fog spray. c. Cover concrete surface with specified absorptive cover, thoroughly saturate cover with water and keep continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges with a 4 -inch lap over adjacent absorptive covers. 2. Provide moisture - retaining cover curing as follows: a. Cover concrete surfaces with moisture - retaining cover for curing concrete placed in widest practicable width with sides and ends lapped at least 3 inches and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 3. Apply curing compound on exposed interior slabs and on walls, exterior slabs, walks and curbs as follows: a. Apply curing compound to concrete slabs as soon as final finishing operations are complete (within 2 hours and after surface water has disappeared). Apply uniformly in continuous operation by power spray or roller according to manufacturer's directions. Apply in two coats laid down perpendicular to each other. b. Re -coat areas subjected to rainfall within 3 hours after initial application. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 03300 - 5 Cast -in -Place Concrete c. Maintain continuity of coating and repair damage during curing period. 4. Obtain STCM prior approval for any deviations from specified requirements. 3.5 CONCRETE SURFACE REPAIRS (PATCHING) A.A. Patching Defective Areas: Repair and patch defective areas in accordance with ACI 301. Use nonshrink grout immediately after removal of forms, when acceptable by STCM. 1. Saw cut (using diamond blade) honeycomb, rock pockets, voids over 1/4 -inch in any dimension, and holes left by tie rods and bolts down to solid concrete but, in no case, to a depth of less than 1 -inch. Make edges of cuts perpendicular to concrete surface. Thoroughly clean, dampen with water and brush -coat area to be patched with specified bonding agent. Place nonshrink grout in accordance with bonding agent manufacturer's recommendations. 2. For exposed -to -view surfaces, blend coloring agent and nonshrink grout so that, when dry, patching material will match surrounding color. Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching. Compact grout in place and strike -off flush with surrounding surface. B. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of the STCM. Surface defects, as such, include color and texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets; fins and similar surface projections; and stains and other discolorations that cannot be removed by cleaning. 1. Repair of concealed formed surfaces, where possible, that contain defects that affect the durability of concrete. If defects cannot be repaired, remove and replace concrete. C. Repair of Unformed Surfaces; Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface plans to tolerances specified for each surface and finish. Correct low and high areas as specified. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness, using a template having required slope. 1. Repair finished unformed surfaces, than contain defects which affect durability of concrete. Surface defects, as such, include crazing, cracks in excess of 0.01 inch wide or which penetrate to reinforcement or completely through non - reinforced sections regardless of width, spalling, pop -outs, honeycomb, rock pockets and other objectionable conditions. 2. Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days. 3. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete. Proprietary patching compounds may be used when acceptable to the STCM. 4. Repair defective areas, except random cracks and single holes not exceeding 1 inch in diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with clean, square cuts and expose reinforcing steel with at least 3/4 -inch clearance all around. Dampen concrete surfaces and apply bonding compound. Patch using non - shrink grout. Compact dry-pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for not less than 72 hours. RTA/CR 179-00 Tukwila Commuter Rail Station — Temporary Platform 03300 - 6 ,rn+u',V.14acsr+•mVr w Cast -in -Place Concrete ?gpeexkuane�rw«« xM! tfAMM z w. law 2 00 ' rn O ' w w ` -J N LL' w0 g Q ; . = 0 : w Z 0 . Z I- U �. Co - CI I— w uj H - : U. w z . O N 0 z 3.6 CONCRETE REPAIR (STRUCTURAL) A. This includes materials, testing and workmanship to structurally repair cracks in new concrete. Use epoxy resin adhesive in an injection mode to effect repairs. Repair cracks larger than 0.005 -inch and which extend through the full depth of the slab or wall, or are subject to allowing water leakage through the crack, by epoxy injection as directed and as specified. All costs associated with crack repairs shall be the responsibility of the Contractor. A determination of cracks requiring repair shall be made by the STCM near the time of Substantial Completion, assuming that some of the drying shrinkage has had time to occur. Submit information for the firm engaged for crack repair as follows: 1. Previous experience information, certificates and test reports, qualifications of applicators, epoxy Manufacturer's Certification, approval of selected applicator, and technical data on materials used. a. Use epoxy -based grout for structural repairs, where directed by the STCM. D. Provide the following quality control tests for every lot of adhesive supplied: 1. Certification and Test Report: Manufacturer shall certify that every batch of material meets test requirements and shall furnish test reports. Label Requirements: Include the following information on each label; Manufacturer's name, product name and lot number, ANSI hazard classification and recommended precautions for handling, and mix ratio by volume. In all repair situations where reinforcing steel is exposed, remove unsound concrete and contact STCM to review surface preparation prior to commencing repairs. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 03300 - 7 Cast -in -Place Concrete Age at Test (Days) No. of Cylinders Tested 7 1 28 2 56 1 3.7 FIELD QUALITY CONTROL A. General: Subject all concrete Work to special inspection and testing by the Testing Laboratory in conformance with code and local governing authorities' requirements, and as specified. Requirements for testing and inspections as specified in this section are minimums. Refer to Section 01400 for requirements pertaining to services, reports, payments, Contractor's responsibilities, and similar requirements. B. Aggregates: Sample and test aggregates for normal weight concrete in accordance with ASTM C 33. Perform gradation tests on the first day and every other day thereafter during concrete construction. C. Batch Plant Inspection: Testing Laboratory shall check batch tickets for compliance with required mix design(s). D. Continuous Field Inspection: The Testing Laboratory shall be present at all times during placing of structural, reinforced concrete. Prior to placing concrete, the Testing Laboratory shall inspect accuracy, configuration and cleanliness of all formwork; and quantity, cleanliness and placement of all reinforcing steel. Work shall not proceed until all inspections are completed. E. Sampling for Compression Test of Concrete: Take specimens (cylinders) in conformance with ASTM C 31. Sampling for specimens shall be in accordance with ASTM C 172. A concrete sample is defined as four 6" x 12" cylinders. 1. Take samples every day on which concrete is placed for each concrete mix placed that day. Make quantity of samples for each mix as follows: a. No samples required if less than 5 cubic yards. b. One sample for placement of 5 to 25 cubic yards. c. One additional sample for each 150 cubic yards in excess of the first 25 cubic yards. 2. Compression Strength Testing of Cylinders: Test cylinders in accordance with ASTM C 31. The testing cylinders for each mix tested shall be as follows: 3.3. Strength level of an individual class of concrete for laboratory-cured specimens shall be considered satisfactory if both of the following requirements are met: a. Average of all sets of three consecutive strength tests equal or exceed specified compressive strength. b. No individual strength test (average of two cylinders) falls below the specified compressive strength by more than 500 psi. 4. Report exact mix tested, minimum size aggregate, location of pour in the Work, cylinder identification, date of receipt of cylinder in laboratory, cement brand and type, and admixtures used. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 03300 - 8 Cast -in -Place Concrete 0O a. w o ._ rnd 1 _ -W ` z 1- o z 0 w uJ � - z: U- . U - : 0� z F. Slump Tests: Take slump tests for each batch delivered or at least 1 test per hour during continuous pours in accordance with ASTM C 143. G. Air Content: Test air content for each set of compressive strength test specimens in accordance with ASTM C 231. Conduct a minimum of one test per day. H. Core Tests: If any strength test of laboratory-cured cylinders falls below specified compressive strength by more than 500 psi or if tests of field -cured cylinders indicate deficiencies in protection and curing, Testing Laboratory or STCM will require taking and testing test cores. Costs shall be borne by the Contractor. I. Take cores, 2 inch diameter minimum, and test with procedures in accordance with ASTM C 42. Take a minimum of 3 representative cores from each member or area placed that is considered potentially deficient at locations as determined by the Architect. If, before testing, one or more of the cores show evidence of having been damaged subsequent to or after removal from the structure, replace with a new core as directed. J. Concrete in the area represented by a core test will be considered adequate if the average strength of the cores is equal to or at least 85 percent of specified strength and if no single core is less than 75 percent of specified strength. If strength of tested cores falls below this limit, the Contractor shall pay for any special analysis by the Structural Engineer -of- Record to establish whether the actual concrete strength is acceptable for the effected structural element. Take measures, as directed by the STCM to correct the deficiency. The STCM decision and directions will be considered final and binding. Repair core holes in concrete found to be acceptable with an approved dry-pack of non - shrink grout and finish to match surrounding surfaces. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 03300 - 9 Cast -in -Place Concrete � UO w . CO IL J w 0 ` u: a: —0 ur ? t 1-`0 Z t- 2 >> 0 mis so I" w` I-- v IL — O I .. Z ; LI U h f: RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform TOC -7 Table of Contents RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform TOC -8 Table of Contents RTNCR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 6 TOC -9 Table of Contents PART 1- GENERAL 1.1 SECTION INCLUDES SECTION 06100 ROUGH CARPENTRY A. Construction and installation of wood platform, wood ramps, and the "mini- high" ramp and associated accessories. 1.2 RELATED SECTIONS A. Section 09614 — Retrofit Tactile Warning Tile 1.3 DEFINITIONS A. Exposed Framing: Dimension lumber exposed to view. Lumber grading agencies, and the abbreviations used to reference them, include the following: 1 WCLIB - West Coast Lumber Inspection Bureau. 2 WWPA - Western Wood Products Association. References: 1. APA — American Plywood Association. 2. AWPA — American Wood Preservers' Association: Book of Standards 1.4 QUALITY ASSURANCE A. Source Limitations for Preservative Treated Wood: Obtain each type of preservative- treated wood product through one source from a single producer. B. Regulatory Requirements: Work shall conform to the requirements of the currently enforced Uniform Building Code. 1.5 DELIVERY, STORAGE, AND HANDLING A. Transport products by methods to avoid product damage. Deliver products in manufacturer's original containers with legible identifying labels intact. B. Promptly inspect shipments to assure that products comply with requirements, quantities are correct and products are undamaged. Immediately replace nonconforming products with new conforming products at no additional cost to the Owner. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 06100 -1 Rough Carpentry c e w t—; N LL w' u.Q co uj Z ' U 0f 0 Hi i w : 1 — tii Z, O t— C. Store products in accordance with manufacturer's instructions, with legible seals and labels intact. D. For exterior storage of products, place lumber, plywood, and other panels on sloped supports above ground. Protect from soiling or staining through ground contact. Place spacers between each bundle or provide other means to provide air circulation and ventilation. Provide for air circulation around stacks and under coverings. PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: Lumber shall be manufactured in accordance with PS 20 and shall be stamped and graded in accordance with WWPA or WCLB grading rules. 2.2 WOOD PRESERVATIVE - TREATED MATERIALS 1. Provide dressed lumber, S4S, unless otherwise indicated. 2. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 3- inch nominal thickness or less, unless otherwise indicated. Preservative Treatment by Pressure Process: Where lumber or plywood is indicated as preservative treated or is specified to be treated, comply with applicable requirements of AWPA -C2 (lumber), and AWPA C9 (plywood). Mark each treated item with the Quality Mark Requirements of an inspection agency. 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and one of the following: a. Ammoniacal copper zinc arsenate (ACZA). b. Ammoniacal, or amine, copper quat (ACQ). c. Do not use chemical compounds containing chromium or arsenic. Application: Treat all rough carpentry, unless otherwise indicated. C. Pressure treat above ground items with waterborne preservatives to a minimum retention of 0.25 lb/cu. Ft. After treatment, kiln -dry lumber and plywood to a maximum moisture content of 19 and 15 percent, respectively. Treat all items as indicated on the drawings. 2.3 DIMENSION LUMBER A. General: Provide dimension lumber of sizes shown on drawings according to the American Lumber Standards Committee National Grading Rule provisions of the grading agency indicated. 1. Western woods; WCLIB or WWPA. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 06100 -2 Rough Carpentry vv . UV J U UO; N J w o g ` u. J; fn F-. W Z I- O `; •z t :2 D S3 of w O; : ILI : H = O H z B. Exterior and Load - Bearing: Unless noted otherwise on the drawings, Structural No. -1 of the following species: 1. Hem -fir; WCLIB or WWPA. 2.4 PLYWOOD A. Provide marine grade plywood as shown on drawings according to the American Lumber Standards Committee National Grading Rule provisions of the grading agency indicated: 1. Western woods; WCLIB or WWPA. 2.5 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this Article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot -dip zinc coating complying with ASTM A- 153/A -153M. B. Wood Deck Screws: ASME -B 18.6.1. C. Lag Bolts: ASME -B 18.2.1. D. Bolts: Steel bolts complying with ASTM -A -307 with standard washers. Galvanized per ASTM A -123. E. Joist Hangers: Unless noted otherwise on the drawings, U- shaped joist hangers with 2 -inch- long seat and 1- 1 /4- inchwide nailing flanges at least 85 percent of joist depth. 2.6 MISCELLANEOUS MATERIALS A. Steel Plates: ASTM A -36 Structural Steel, Hot galvanized steel plate, ASTM ANSI/ASTM Al23; with diamond shape raised pattern. B. Strong Ties: Use proprietary joist hangars and hold -downs in lie of toe nailing where connection of framing are not visible. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 06100 -3 Rough Carpentry 4a.w::�.:: ...uu:.;:<.w 1a. L1,:41::n.w..9_nrt.:.rae ".w.`�t:u`.ii: •• >:..tW.i:t3w::• ���:••.•.:. -a•;. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. B. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. C Do not splice structural members between supports. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 06100 06100 -4 Rough Carpentry RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform TOC -10 Table of Contents SECTION 07180 DECK COATING MATERIALS A. Acrylic Latex Coating: Gacoflex A -58 Series Coating, or equal. B. Granule: GacoFlex Granule, a hard (90 Rockwell Scale), non - crushable, non - extractable organic granule with a specific gravity of 1.3. Size 18 on 40, or equal. C. Single component urethane construction caulk similar to Sika Flex 221. D. Gacoflex 66B fabric tape, or equal. INSTALLATION A. Technical Advise: The installation of this membrane shall be accomplished in the presence of, or with the advice of, the manufacture's technical representative. Contact the Seattle office for assistance. 206 575 -0450. B. Pre Coating Panels. The Plywood sheets may be coated prior to installation by applying a base coat of A -58 acrylic latex in an overall coat to secure a minimum coverage of 3/4 gallon per 100 square feet. (Total wet film thickness - 12 mils.) Extra care should be taken to insure the edges of plywood sheets are coated and sealed. C. Caulking: After the pre coated panels have been installed, a bead of a single component urethane caulk similar to Sika Flex 221 should be applied to the seams and nail heads and then tooled smooth. D. Taping: Apply A -58 acrylic latex by brush or small roller in a five to six inch wide stripe coat centered over all joints, penetrations and changes of planes to be taped. While this coat is still wet, unroll the 66B fabric tape into the coating and apply a coat of A -58 over the tape. Smooth out the wrinkles and fishmouths with a dry brush. E. Wear Coat: Apply A -58 by roller to secure a minimum coverage of 3/4 gallon per 100 square feet. (Total wet film thickness - 12 mils.) While coating is still wet, broadcast granule at approximately 6 to 8 pounds per 100 square feet. Coat and sprinkle small areas at a time, taking care not to overlap coating and granule at edges. When texture coat is dry enough to walk on, lightly sweep or blow away loose granule. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 007180 -1 Deck Coating 0 w w' J W O g u. o _ d 0 ' iZ 1— w W : UQ `. w = - ' Z ? U Et Z F. Top Coats: Apply two coats of A -58 acrylic latex by roller to secure a minimum coverage of 3/4 gallon per 100 square feet each coat. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform Allow the first coat to dry a minimum of six hours before a second coat can be applied but no longer than 72 hours. If left longer than 72 hours, deck must be cleaned with liquid detergent, rinsed thoroughly and allowed to dry before proceeding. G. Color to be #16 Shale. 007180 -2 Deck Coating PART 1 - GENERAL 1.01 SECTION INCLUDES: The work includes furnishing and installation of preformed roof panels as indicated on the drawings and specified herein. 1.02 SUBMITTALS A. PRODUCT DATA 1. Submit manufacturer's technical product data, installation instructions and recommendations for each type of roofing required. Include data substantiating that materials comply with requirements. B. SAMPLES 1. Prior to ordering products, submit manufacturer's standard color samples for Architect 's /Engineer's selection. 2. Prior to starting work, submit (quantity) 12" long panel samples showing shape and a representative color chip for Architect's/Engineer's approval. C. SHOP DRAWINGS 1. Show panel layout, trim installation, and panel attachment. D. SITE CONDITIONS 1. Provide completed site condition form for the specified finish to suit project conditions. 1.03 QUALITY ASSURANCE SECTION 07411 PREFORMED ROOF PANELS A. INSTALLER'S QUALIFICATIONS 1. Installation of panels and accessories by installers with a minimum of 5 years experience in panel projects of this nature. B. MANUFACTURER'S QUALIFICATIONS 1. Manufacturer shall have a minimum of 10 years experience supplying metal roofing/siding to the region where the work is to be done. 2. Manufacturer shall provide proof of $2,000,000 liability insurance for their metal roof system and comply with current independent testing and certification as specified. C. REGULATORY AGENCY REQUIREMENTS 1. Comply with UBC and local Building Code requirements if more than those specified. 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING A. Protect against damage and discoloration. B. Handle panels with non - marring slings. C. Do not bend panels. D. Store panels above ground, with one end elevated for drainage. E. Protect panels against standing water and condensation between adjacent surfaces. F. If panels become wet, immediately separate sheets, wipe dry and allow to air dry. G. Remove any strippable film prior to installation and do not allow to remain on panels in extreme cold, heat or in direct sunlight. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 07411 -1 Preformed Roof Panels G .lr, i;.1'a..Y4Wtis , tit » .i•.WsUI.;::.wv, ..,,'_ a•z- k w•wr �:.Li3aWf.W 1.05 WARRANTY A. MANUFACTURER'S PRODUCT WARRANTY 1. Manufacturer's standard coating performance warranty, as available for specified installation and environmental conditions. (Contact IMSA Building Products' Sales Department to determine actual warranty criteria). B. CONTRACTOR'S WARRANTY 1. Warrant panels, tlashings, sealants, fasteners and accessories against defective materials and /or workmanship, to remain watertight and weatherproof with normal usage for two (2) years following project substantial completion date. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURER A. IMSA Building Products USA Inc., 2110 Enterprise Boulevard, West Sacramento, California 95691 -3493, 800- 726 -2727, or equal. Los Angeles: 10905 Beech Avenue, Fontana, California 92337,909 -823 -0401. Tacoma: 2141 Milwaukee Way, Tacoma, Washington 98421, 253- 383 -4955. B. Panel Designation: Nu -Wave® Corrugated. Net coverage 32" (roof) or 34 -2/3" (wall), rib depth 7/8" @ 2 -2/3" o.c. with factory formed radius per drawings. C. Lead time for this item is 2 -3 weeks per supplier. 2.02 MATERIALS A. PANELS 1. Base Metal: a. Material: 1. Steel conforming to ASTM A924/A792 (Formerly ASTM A792) Zincalume ®), minimum yield 40,00 psi, thickness 24 gauge . b. Protective Coatings: 1. Conform to ASTM A924/A792 (Formerly ASTM A792), AZ50 (Zincalume ®). 2. Finish: a. Bare Galvanized or Zincalume Plus. b. DuraTechTM5000 exterior finish includes a 0.2 mil thick corrosion - resistant primer and a 0.8 mil thick finish coat of Polyvinylidene Fluoride (PVF2), full 70% Kynar 500 ® /Hylar 5000® for a total 1.0 mil dry film thickness. c. ZACtiqueT"MII Metal Finish. 3. Color: a. Marine Green. B. FABRICATION 1. Unless otherwise shown on drawings or specified herein, fabricate panels in continuous one -piece lengths and fabricate flashings and accessories in longest practical lengths. 2. Roofing panels shall be factory formed. Field formed panels are not acceptable. PART 3 - EXECUTION 3.01 EXAMINATION A. EXISTING CONDITIONS RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform 07411 -2 Preformed Roof Panels 3.02 PREPARATION 1. Inspect installed work of other trades and verify that such work is complete to a point where this work may continue. 2. Verify that installation may be made in accordance with approved shop drawings and manufacturer's instructions. A. FIELD MEASUREMENTS 1. Verify prior to installation. 2. If field measurements differ from drawing dimensions, notify Architect/Engineer prior to fabrication. B. PROTECTION 1. Treat, or isolate with protective material, any contacting surfaces of dissimilar materials to prevent electrolytic corrosion. 2. Require workmen who will be walking on roofing panels to wear clean, soft -soled shoes that will not pick up stones or other abrasive material which could cause damage and discoloration. 3. Protect work of other trades against damage and discoloration. C. SURFACE PREPARATION 1. Clean and dry surfaces prior to applying sealant. 3.03 INSTALLATION A. PANELS 1. Follow roof panel manufacturer's directions. 2. Lap panels away from prevailing wind direction. 3. Do not stretch or compress panel side -lap interlocks. 4. Secure panels without warp or deflection. B. ALLOWABLE ERECTION TOLERANCE 1. Maximum Alignment Variation: 1 /4 inch in 40 feet. C. CUTTING AND FITTING 1. Neat, square and true. Torch cutting is prohibited where cut is exposed to final view. 2. Openings 6 inches and larger in any direction: Shop fabricate and reinforce to maintain load capacity. 3. Where necessary to saw cut panels, debur and treat with galvanic paint. 3.04 CLEAN UP AND CLOSE OUT RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform A. PANEL DAMAGE AND FINISH SCRATCHES 1. Do not apply touch -up paint to damaged paint areas that involve minor scratches. 2. Panels or flashings that have severe paint and /or substrate damage shall be replaced as directed by the Architect's or Owner's representative. B. CLEANING AND REPAIRING 1. At completion of each day's work and at work completion, sweep panels, flashing and gutters clean. Do not allow fasteners, cuttings, filings or scraps to accumulate. 2. Remove debris from project site upon work completion or sooner, if directed. END OF SECTION 07411 -3 Preformed Roof Panels mo w; 8 v U) to w t-` w g u.. < w; , Z ill; � p . Vi 0 • y1 . Z. ' RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 8 TOC -11 Table of Contents RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform TOC -12 Table of Contents PART 1 - GENERAL 1.1 DESCRIPTION f•••••••, RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform SECTION 09614 TACTILE WARNING TILE - RETROFIT A. The Work of this Section consists of installing Sound Transit - Furnished retrofit tactile warning tile as indicated. 1.2 REFERENCE A. ADA - Title III of the American with Disabilities Act, for the Handicapped. B. WAC — WAC 51 -20 -3100. The State of Washington State Building Code, Chapter 31 Accessibility, Access for the Handicapped. C. ASTM B 117 -95 Standard Practice for Operating Salt Spray (fog) Apparatus. D. ASTM C293 -94 Flexural Strength of Concrete Using Simple Beam with Center Point Loading. E. ASTM C1028 Determining the Static Coefficient of Friction of Ceramic Tile and Other Like Surfaces by the Horizontal Dynamometer Pull -Meter Method. F. ASTM D543 Evaluating the Resistance of Plastics to Chemical Reagents. G. ASTM D570 -95 Standard Test Method for Water Absorption of Plastics. H. ASTM D638 -91 Tensile Properties of Plastics. I. ASTM D695 Compressive Properties of Rigid Plastics J. ASTM D696 Coefficient of Linear Expansion of Plastics Between —30 Degrees Celsius and 30 Degrees Celsius. K. ASTM D1037 -93 Evaluating Properties of Wood Base Fiber and Particle Panel Materials. L. ASTM D2486 Scrub Resistance of Interior Latex Flat Wall Paints (Modified). M. ASTM D2565 Operating Xenon Arc -Type Light Exposure Apparatus With and Without Water for Exposure of Plastics. N. ASTM D 5420 Determining the Impact Resistance of Flat, Rigid Plastic Specimens by Means of Striker Impacted by Falling Weight — Gardner Test. O. ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials. 09614 -1 Tactile Warning Tile 1.3 SUBMITTALS A. Refer to Section 01012, Submittals for submittal procedures. B. The manufacturer of the Tactile Warning Tiles will be required to provide Sound Transit with installation instructions with which the Contractor will prepare shop drawings. The Contractor shall submit shop drawings showing installation details that show joints and jointing and installation details, indicate each tile length and expansion joint details, control joint details, and sealant joint details. Panel pattern shall be designed and shown between expansion joints with panel rib dimension used for the cut size of panels. 1.4 REGULATORY REQUIREMENTS A. Conform to local jurisdiction Building Code for flame /smoke rating requirements and in accordance with ASTM E84. B. Conform to more restrictive provisions of Title III of the American with Disabilities Act or WAC 51 -20 -3100 The Washington State Building Code, Chapter 31 Accessibility, Access for the Handicapped. 1.5 QUALITY ASSURANCE A. Install Owner supplied tactile tiles, retrofit tactile tile panels and accessories, as specified and per Manufacturer's installation instructions. B. The General Contractor shall provide qualified labor and supervision for installation of specified cast -in -place and retrofit tactile warning tile system. Said labor and supervision shall have been trained by the manufacturer. The manufacturer is required to provide such training. The General Contractor shall demonstrate to the STCM evidence that the General Contractor's labor and s upervision have been so trained. 1.6 JOB CONDITIONS A. Environmental Conditions and Protection: Maintain minimum temperature of 40 degrees F in spaces to receive tactile panels for at least 48 hours prior to installation, during installation, and for at least 48 hours after installation. B. Disposal of any liquids or other materials containing possible contamination shall be in accordance with federal, state, and local laws and ordinances. C. Cleaning materials shall have code acceptable VOC solvent content and low flammability if used on the site. RTA/CR 179-00 Tukwila Commuter Rail Station — Temporary Platform 09614 -2 Tactile Warning Tile UO; c 0 rnw w ; w o Q 1-0' Z 2 DF Q , O Vii: 0 t—' W — 1— 0 : Z' 1.7 PRODUCT HANDLING A. Delivery of Sound Transit Furnished materials shall be performed in accordance with Section 01019 Sound Transit Furnished Items. PART 2 - PRODUCTS 2.1 MATERIALS A. Description /Specification of Sound Transit - furnished tiles indicated in paragraphs 2.IA and 2.2A are included here for information in determining scope of the installation work. A. Tactile Warning Tile: 1. Material: epoxy based composite with an ultra violet coating with a minimum 50% aluminum oxide or approved equal in the truncated domes. 2. Dimensions: Panel shall be held within the following dimensions and tolerances: Retrofit Tactile Warning Tile: Length and Width: 24" X 72" nominal Lip on two sides. ± 0.5% max. Overall thickness: 3/8 inch. 3. Design: The surface texture of the tiles is comprised of raised truncated domes in a staggered pattern with nominal diameter of 0.9 inch at the base tapering to 0.45 inch at the top. The nominal height of the domes shall be 0.20 inch. Center to center spacing of domes shall be 2.35 inches. "Nominal" here shall be in accordance with ADA requirements. 4 Sound characteristics: Installed tile shall provide an easily distinguishable and consistent sound difference compared to adjoining platform in accordance with ADA. 5. Style: Solid color throughout material. 6. Color: Yellow #33538 and Red. 7. Manufacturers: a. Engineered Plastics, Inc. b. Approved equal. 8. Tile shall meet ADA Guidelines and be capable of passing following criteria: a. Water Absorption: Less than .35% when tested by ASTM C570. b. Slip Resistance of Tile: Not less than .80 when tested by ASTM C0128. RTA/CR 179 -00 Tukwila Commuter Rail Station – Temporary Platform 09614 -3 Tactile Warning Tile � w o O .0 co uj J ,FJ w 0, u. — z E.. O% zt W w cy Ni O H w • LL O z , U =l z c. Stain and Chemical resistance: No discoloration and degradation; provide test result for muriatic acid 1 percent, calcium chloride, ink, chewing gum, graffiti (aerosol) paint, and urine at room temperature. ASTM D543 -87. d. Compressive strength: Not less than 18,000 psi when tested by ASTM D695 -91. e. Flexural Strength of Tile: Not less than 24,000 psi when tested by ASTM C293 -94. f. Tensile Strength of Tile: Not less than 10,000 psi when tested by ASTM D639 -91. g. Thermal Expansion: Coefficient of thermal expansion shall be no more than 0.0625 inch in 2 -floor tile for 100 degree Fahrenheit temperature difference, ASTM D696. h. Abrasive wear: BK. Gardner Abrasion Tester with reciprocating linear motion at 37+ cycles per minute over a 10 -inch travel. The abrasion medium, a 40 grit Norton Metallite sandpaper, was fixed and leveled to a holder. The combined mass of the sled, weight and wood block is 3.2 pounds. Average wear depth shall not exceed 0.030 inch after 1000 abrasion cycles measured on the top surface of the dome representing the average of three measurement locations pre sample. ASTM D2486 (modified). J• 2.2 ACCESSORIES RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform Weathering: No discoloration, degradation, fading or chalking after 2,000 hours of exposure; ASTM D2565. Impact resistance: The mean failure energy expressed as a function of specimen thickness shall be not less than 450 in lb /in; ASTM D5420 conforming to geometry "GE. Flame Spread Index: Less than 25; ASTM E84. Accelerated Aging and Freeze Thaw: Tile shall show no evidence of cracking, delimitation, warpage, checking, blistering, color change, loosening of tiles or other defects when tested by ASTM D1037. m. Salt Spray Performance of Tile: Tile shall not show any deterioration or other defects after 100 hours of exposure when tested by ASTM B117. A. These materials shall also be supplied by the Manufacturer of the tactile warning tile: 1. Sealant: Heavy duty elastomeric polyurethane sealant as manufactured by Boiardi, Mapei, Bostik or approved equal. 2. Mechanical fasteners. 3. Adhesive. 09614 -4 Tactile Warning Tile v ; o o s tn o CO W w O, -J u. a: >tO D` 0 Z ; ILI ilk v o , ,; i0 N off W w ` H V1 0 ; Z : PART 3 - EXECUTION 3.1 COORDINATION A. Provide level, smooth and clean - finished surfaces to receive retrofit tactile warning tile. 3.2 PREPARATION FOR RETROFIT TACTILE WARNING TILES A. Installation of the tiles shall be fully in accordance with the manufacturer's installation instructions. The installation instructions included herein reflect the level of effort that Sound Transit anticipates will be required to install the tiles B. Remove sub -floor ridges and bumps. Fill minor low spots, cracks, joints, holes, and other defects with sub -floor filler to achieve smooth, flat, hard surface. C. Sub -floors shall be dry, and clean of grease, oil, dirt and foreign material, and swept clean. Grind off high spots and fill low spots. PCC Surfaces to receive tactile warning tile shall be wire brushed. D. Prohibit traffic until filler is cured. E. Clean substrate by vacuuming or blowing with compressed air. F. Apply primer as required to prevent "bleed -thru" or interference with adhesion by substrates that cannot be removed. F. Concrete surfaces to receive tactile warning tile shall receive a saw cut slot, 3/8 inch wide by 5/8 inch deep, and the entire length of the platform edges. This saw cut shall be accurately measured and accomplished to properly fit retrofit tactile warning tile to the platform edges 3.3 INSTALLATION - TACTILE WARNING TILE - RETROFIT A. Install tiles in accordance with manufacturer's installation instructions. The installation instructions included herein reflect the level of effort that Sound Transit anticipates will be required to install the tiles. B. During installation, spread adhesive only far enough ahead of tile placement to permit completion of tile installation before the adhesive initial set. C. Spread a strip of adhesive 1 -inch wide by the length of the platform over the edge (on the track side) of the platform for bonding the lip to the platform face. Apply a bead of caulk at the bottom edge of each lip prior to placing in floor slots. D. Lay tiles with a 3/16 inch gap between adjacent tiles, perpendicular to the platform edge, and with the edge lip placed into a 3/8 inch wide by 5/8 inch deep slot produced in the platform with a slotting saw. RTA/CR 179 -00 Tukwila Commuter Rail Station - Temporary Platform 09614 -5 Tactile Warning Tile CO ILI g J; u. N D' = v : w z z O 1 Z F-r w , U 0 �� w W �0 ti Z U E. Set clean tiles with edge lips engaged in the concrete slot, applying slight pressure throughout to attain Hill adhesion over the entire surface. Fit accurately and securely. If a bump or misalignment prevents a tile from being properly aligned or seated, correct the problem and re- install the tile. Weight tiles as necessary to attain proper alignment. F. All gaps between tiles and the concrete floor slots shall be filled with color matching caulk after the adhesive has set. 3.5 CLEANING A. After installation, insure that the tiles are cleaned, ready for use and occupancy without the need for further cleaning of any kind. PROTECTION OF FINISHED WORK A. Protect panels against damage during construction period to comply with tactile panel manufacturer's installation instructions. B. Use all means necessary to protect flooring, tactile warning tile, door markers and base surfaces before, during and after installation. In the event of damage, immediately make necessary repairs and replacements to the satisfaction of the STCM. RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform END OF SECTION 09614 -6 Tactile Warning Tile � Dr C.); t.� 0 , f/) . t w w 0 , wQ w , tL �� Ili Ili D o 0 —. 0 I -- {' U_ ■ _ p Z' Ift � �' RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 10 TOC -13 Table of Contents RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 11 TOC -14 Table of Contents RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 12 TOC -15 Table of Contents RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 13 TOC -16 Table of Contents RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 14 TOC -17 Table of Contents RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 15 TOC -18 Table of Contents RTA/CR 179 -00 Tukwila Commuter Rail Station — Temporary Platform DIVISION 16 TOC -19 Table of Contents RTA/CR 179 -00 SECTION 16000 INDEX OF ELECTRICAL SPECIFICATIONS PART 1 - GENERAL 1.1 INDEX OF ELECTRICAL SPECIFICATION Section Number Title 16000 Index of Electrical Specifications 16010 Basic Electrical Requirements 16050 Basic Electrical Materials and Methods 16110 Raceways 16115 Underground Electrical 16115C Underground Communications 16120 Wires and Cables 16130 Boxes and Cabinets 16140 Wiring Devices 16170 Grounding and Bonding 16190 Supporting Devices 16195 Electrical Identification 1642x Service Entrance 16470 Panelboards 16475 Overcurrent Protective Devices 16500 Lighting 16000 - 1 END OF SECTION 16000 Index of Electrical Specifications PART 1 - GENERAL 1.1 SECTION INCLUDES SECTION 16010 BASIC ELECTRICAL REQUIREMENTS A. Description: Work includes materials, equipment, labor, supervision, tools and items necessary for the construction, installation, testing, and operation of the electrical work. This section applies to all sections in Division 16. B. Contract Requirements: General Conditions, Supplementary Conditions, and Division 1 apply to Work in this section. 1.2 CODES AND ORDINANCES A. General: Comply with applicable Uniform Building and NFPA Codes (including the NEC) and local authority amendments. Conform with applicable industry standards, NEMA standards, UL or ETL standards, ANSI standards, and other standards as may be noted. 1. Notify NE of deviations in Contract Documents to applicable codes and ordinances prior to installation of work. Perform changes in the work after initial installation due to requirements of code enforcing agencies at no additional cost to Owner. 2. If conflict occurs between legally adopted codes and the Contract Documents, the codes shall prevail, except that this shall not be construed as relieving the Contractor from complying with requirements of the Contract Documents which exceed code requirements and not contrary to same. 1.3 SUBMITTALS A. General: Comply with requirements in Division 1 and the following. B. Product Data, Design Data: 1. Process: Submit complete electrical submittal in multiple complete packages as follows. Incomplete, "piece- meal" submittals will not be accepted, and will be returned to Contractor unreviewed. a. Electrical specification sections, except including products, materials, and equipment. b. Power distribution equipment, including products, and materials. c. Lighting fixtures and related equipment, including products and materials. d. Communications equipment, including products and materials. RTA/CR 179 -00 16010 - 1 Basic Electrical Requirements ::u:_e;. :v'1:., , L.ww:.:.iwa.XUTw:.,irt.'ceiY.m '�ui'u 4.. � m�+.�a 7r .y - „• <• �,4�.vu�e;'k+tet.iuvi42.': tius:f:�ea�' •_•r.H: ifri,Lair�eiidn:. .. - f WY0:9i,:@MwaiS'El$' . s ..,..ui; re 1 1 00 N0+ w uJ W 0, N O' _ v W; 0 ; Z uj H'; D — k w O' .z CLI c o' U— O 2. Binding and Format: a. Bind in three -ring binder(s). Label front of binder(s) with name of project, name of Owner, year of completion, title "ELECTRICAL SUBMITTALS ", names of Electrical Engineer and Electrical Contractor, and Volume No. (if applicable). Label spine of binder with title, name of project, Owner, year of completion, and Volume No. (if applicable). Fold drawings to 8 -1/2 inch size and bind as z above (with reinforcing at punched holes) or place in clear plastic holder designed for three -ring binders. Do not pack each binder i'; UJ more than 75 percent full. b. Include overall table of contents of items submitted, organized by v specification section. 0 0 c. Include heavy, tabbed divider sheet for each specification section, , W : with specification section number and title on tab. Include table of contents for each specification section, including catalog numbers or N u, drawing numbers if appropriate. w 0 d. Submittal will not be accepted unless it conforms to these 2 ? ' requirements and will be returned to Contractor unreviewed. qa 5 ` 3. Include submittal data on materials and equipment as indicated in u ' j individual specification sections. Do not fabricate or install until reviewed = 0 by NE. Include descriptive bulletins, data sheets, catalog cuts, diagrams, I _: complete dimensional drawings, and other additional information as ? H required. �; H C. Acceptance: The acceptance of a manufacturer's name or product by the NE 2 D, does not relieve the Contractor of the responsibility for providing materials and C.) 0 equipment which comply in detail with the requirements of the Contract ' Documents. W W Z I-- — D. Re- Submittals: Clearly identify re- submittals. Provide revised tabs, indexes, u. 0` page renumbering, and other formats to interface with original submittal. Identify . z LU N • changes and include date for project tracking. t� , i _; E. Test Reports and Certificates: Submit in one comprehensive package prior to z Substantial Completion. F. Electrical Systems Schedules: Listed manufacturer's published information for items, in effect on bid date, are considered part of the Contract Documents. Acceptance of other manufacturer's items is contingent upon compliance with listed manufacturer's information. G. Documents at Job Site: Maintain on the site, in good condition, a complete file of reviewed design drawings and specifications, submittal data, shop drawings, and other such items bearing Engineer's stamp. Retain these documents at the site until final acceptance of work. Make them available for use of the Owner's Representative and NE. H. Operation and Maintenance Manual: 1. Process: Submit preliminary copy of the electrical Operation and Maintenance Manual in one package. Time of submittal and quantities of final copies shall be as specified in Division 1. Incomplete "piece- meal" submittals will not be accepted, and will be returned to Contractor unreviewed. Include materials and equipment for each electrical specification section. RTA/CR 179 -00 16010 - 2 Basic Electrical Requirements 2. Binding and Format: a. Bind in three -ring binder(s). Permanently imprint front of binder(s) with name of project, name of Owner, year of completion, title "ELECTRICAL OPERATION AND MAINTENANCE MANUAL ", names of Electrical Engineer and Electrical Contractor, and Volume No. (if applicable). Permanently imprint spine of binder with title, name of project, Owner, year of completion, and Volume No. (if applicable). Fold drawings to 8 -1/2 inch size and bind as above (with reinforcing at punched holes) or place in clear plastic holder designed for three -ring binders. Do not pack each binder more than 75 percent full. b. Include overall table of contents of all items submitted, organized by specification section. c. Include heavy, tabbed divider sheet for each specification section, with specification section number and title on tab. Include table of contents for each specification section, including catalog numbers or drawing numbers if appropriate. d. Operation and Maintenance Manual will not be accepted unless it conforms to these requirements, and will be returned to Contractor unreviewed. 3. Contents: a. Complete submittal information described under "Product Data, Design Data" in this section. b. Installation instructions, operation and maintenance information, start -up instructions, and spare parts lists. c. Names, addresses, telephone numbers, and fax numbers of manufacturers and vendors of materials and equipment. d. Information on the specific equipment installed for this project. e. Diagrams for each system consisting of complete drawings for the specific system installed under the contract. "Typical" line diagrams will not be acceptable unless properly marked to indicate the exact field installation. Record Drawings: 1. Record corrections and changes made during the progress of the work, showing work as actually installed. In general, tolerance plus -or -minus 1' -0" from actual location. Neatly hand -draft on a daily basis, on a set of prints kept readily available at the project site. Use the latest revisions and keep neat and clean. Do not use Contractor's working drawings. 2. Note and make corrections for change orders, clarifications, sizes, schedules, and equipment identification. 3. Record drawings are subject to review by the NE on a regular basis throughout the construction period. At the end of the construction period, check drawings for completeness and accuracy. 4. At Project Close -Out, submit in AutoCad format along with a set of prints. Sheet size same as contract drawings. Each sheet with large lettered note "RECORD DRAWING ", including date, Contractor, and subcontractor names. J. Substantial Completion: Comply with Article "Substantial Completion" in this section. RTA/CR 179 -00 K. Certifications: Submit written certifications from the governing building authorities stating that work has been inspected, accepted, and complies with applicable codes and ordinances. 16010 - 3 Basic Electrical Requirements • e........:..,ni:Sw� ut.+ JUmi�ue' ti. siJ. iaatia m.;: LU,W.:itisd�.isi;.a..a.a"...al: a+iSa+a�dl 1 � w : 0 0 : N 0 N w CO LL w O J u. Q F- w 0 i u �— U 0 0 - w H- U - O ui 0 Y2 rz 0 I z 1.4 DEFINITIONS AND ABBREVIATIONS A. The word "Contractor ", as used in Division 16 specifications, means the electrical subcontractor. B. Engineer: Electrical Engineer responsible for electrical contract documents. C. Concealed: Spaces out of sight. For example, above ceilings, below floors, between double walls, furred -in areas, pipe and duct shafts, and similar spaces. D. Exposed: Open to view. For example, pipe installed in a tunnel or pipe installed in a room and not covered by other construction. E. Coordination, Coordinating, and Coordinate: To bring, or the bringing, into a common action, movement, or combination so as to act together in a smooth concerted way. F. Indicated and Indicated in the Contract Documents: Shown on Drawings by notes, graphics or schedules, or written into other portions of Contract Documents. Terms such as "shown ", "noted ", "scheduled" and "specified" have same meaning as "indicated ", and are used to assist the reader in locating particular information. G. Directed, Requested, Approved, Accepted, Etc.: These terms imply "by the NE" unless otherwise indicated. H. Furnish (Materials): Supply and deliver to the project site ready for unloading, unpacking, assembly, installation, and similar activities. I. Install (Services or Labor): To place in position for service or use. Operations at project site, including unloading, unpacking, assembly, erection, placing, preserving, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar activities. J. Provide: To furnish and install, complete. K. Abbreviations: A/E Architect AHJ Authorities Having Jurisdiction ANSI American National Standards Institute NEC National Electrical Code, NFPA Publication 70 (latest adopted edition with amendments) NFPA National Fire Protection Association OSHA Occupational Safety and Health Association UBC Uniform Building Code UL Underwriters Laboratories, Inc. (or other code authority recognized testing laboratory) 1.5 SEQUENCING /SCHEDULING A. General: Phase in properly with A/E reviewed /accepted Construction Schedule. RTA/CR 179 -00 • 16010 - 4 Basic Electrical Requirements r w UO N o ww w 0 w Q I- la n U0 ON O t— W z r . O 1- z 1.6 WARRANTY A. General: Conform to requirements in General Conditions, Supplementary Conditions, and Division 1. Where not so prescribed or defined, the period shall be 1 year after Substantial Completion except for longer warranty periods specified in individual sections. B. Responsibility: Pursue, handle, process, and implement warranty repairs on behalf of the Owner during the warranty period. 1.7 STANDARDS OF QUALITY A. General: Use the best trade methods throughout. Correct or replace work which is substandard as directed by the A/E. B. Products and Materials: Provide new products and materials of high quality and free from defects, designed to insure satisfactory operation and operation life in the environmental conditions which will prevail where they are being installed. Unless otherwise indicated, provide products and materials that are the standard products of manufacturers regularly engaged in the production of such products and materials, and of the manufacturer's latest standard design. Products shall be asbestos free. C. Quantity Items: Provide products of 1 manufacturer only for items of any 1 classification which are used in quantity. D. Product Equivalency: 1. The term "or equivalent" is sometimes used in these specifications under "Acceptable Manufacturer" paragraphs. This term means that an alternative product is acceptable if it has the same performance, qualities, and characteristics of the specified product. The alternative product shall fulfill the utilitarian function without decrease in quality, durability, or longevity. 2. The term "or approved" is sometimes used in these specifications under "Acceptable Manufacturer" paragraphs. This term means that an alternative product can be submitted per requirements in Division 1 if it has the same performance, qualities, and characteristics of the specified product. The alternative product shall fulfill the utilitarian function without decrease in quality, durability, or longevity. The A/E is the final authority as to the approval of the manufacturer and product. E. Substitutions: 1. Conform to Division 1 requirements, with additional requirements as indicated in this paragraph. 2. NE is the final authority with respect to acceptability of substitutions. In general, submit request for substitutions submit a minimum of 7 calendar days prior to bid date. Acceptable manufacturers, if any, will be listed by Addendum. 3. Substitutions may be considered when a Product becomes unavailable through no fault of the Contractor. 4. Document request for each Product with complete data substantiating compliance of proposed Substitution with Contract Documents. 5. Provide as specified certain products, materials, and systems, which may be indicated as no substitutions ". RTA/CR 179 -00 16010 - 5 Basic Electrical Requirements 6. Whenever a product is specified by a patent or proprietary name or by the name of a manufacturer, such specification establishes the standard of quality in that particular field of manufacture. 7. A request constitutes a representation that the Bidder: a. Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product. b. Will provide the same warranty for the Substitution as for the specified Product. c. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. d. Waives claims for additional costs or time extension which may subsequently become apparent. 8. Provide equipment to fit within the available space as indicated in the Contract Documents, including manufacturer's recommended clearances. 9. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written prior request, or when acceptance will require revision to the Contract Documents. 10. When the substitute product necessitates revisions to the Contract Documents or involves other trades, include shop drawings and details showing such changes, and coordinate and assume liability from the affected trades. 11. Both indirect and direct costs of changes resulting from substitutions shall be borne by the Contractor. If design changes are necessary to accommodate substitutions, reimburse the Owner for the A/E's fees associated with the design changes. Items include, but are not limited to, the following: a. Amperage, horsepower, and voltage. b. Size, weight, and location of equipment. c. Capacity and location of structural members. d. Size and arrangement of architectural, structural, and mechanical features. 1.8 CONTRACT DOCUMENTS A. General: The Contract Documents are intended to include the complete extent of electrical work, unless otherwise indicated in the Contract Documents. B. Specifications: These specifications are written in imperative mood and streamlined form. The imperative language is directed to the Contractor, unless specifically noted otherwise. The words "shall be" are included by inference where a colon (:) is used within sentences or phrases. C. Depiction of Work: Drawings do not show exact characteristics of the work. Provide work required to complete the installation. D. Dimensions: Do not scale drawings. Dimensional accuracy is not guaranteed, and field verification of dimensions, locations, and levels to suit field conditions is required. RTA/CR 179 -00 E. Minor Changes in Locations: Minor changes in location of items such as conduits and outlets from those indicated shall be made without extra charge, if so directed by the NE before installation. 16010 - 6 Basic Electrical Requirements r Z' UJ re 2 Ui 00, rn0 w, w O g Q ' uj _ Z � 2 0 c I- 2• LL 0' O . wZ" U N ' 0 Z F. Discrepancies: The Contractor shall bring to the A/E's attention any discrepancies within the Contract Documents and between the Contract Documents and field conditions. Also for any design and layout changes required due to specific equipment selection, prior to the Contractor's work (equipment and material purchasing and installation). Any work done by the Contractor after his discovery of such discrepancies, inconsistencies or ambiguities shall be done at the Contractor's expense. 1.9 COORDINATION A. General: Coordinate activities with application sections in Division 1. Notify A/E at least 48 hours prior to covering concealed work and conducting tests. B. Work of Other Trades and Existing Conditions: The electrical drawings do not show complete details of the building construction. Refer to the Drawings of other disciplines for details, which may affect the execution of this work. Report any discrepancies to the A/E along with suggested revisions. Obtain written response from the A/E before proceeding with the changes. Field verify existing conditions prior to commencement of work. Field verify existing conditions prior to commencement of work. Obtain specific locations of structural, architectural and mechanical features or equipment items from the referenced drawings, field measurements, or the trade providing the material or equipment. No extra payments will be allowed for failure to obtain this information. C. Cooperation: Plan and execute work in cooperation with other trades. Make every reasonable effort to provide all concerned with timely notice of work affecting other trades, and to prevent conflicts or interference as to space requirements, dimensions, openings, block -outs, sleeving or other matters which will cause delays or necessitate work - around methods. 1.10 SAFETY AND PROTECTION A. Safety Measures: The NE has not been retained to provide design and construction services relating to the Contractor's safety precautions, or to means, methods, techniques, sequences or procedures required for the Contractor to perform his work. The Contractor is solely and completely responsible for conditions of the job site, including safety of persons and property during performance of the work. This requirement applies continuously and is not limited to normal working hours. Comply with "Safety and Health Regulations for Construction ", Volume 36, No. 75, Part II of the Federal Register by the U.S. Department of Labor. Provide required safety measures and consult with the state or federal safety inspector for interpretation whenever in doubt as to whether safe conditions do or do not exist or whether compliance with state or federal regulations exists. B. Personnel Protection: Comply with requirements in Section 16050. 1.11 DEMONSTRATION A. General: Comply with requirements in Division 1. Following installation of electrical work and prior to final acceptance demonstrate that equipment and systems operate as indicated in the Contract Documents and in accordance with manufacturer's recommendations. Perform in the presence of the A/E and the Owner's Representative, unless otherwise directed by the A/E; give minimum 1 week notice prior to demonstrations. RTA/CR 179 -00 16010 -7 Basic Electrical Requirements 6 = 0 0 o 0: co w w =, J F- N ur w 0 g Q 1 � z F-0` z !- 0 0 ;, 0 H! w W `: Z H - w z ` OH z B. Pre -Final Work: Notify NE at least 48 hours prior to covering of concealed work or conducting tests; pulling of wires and cable; installation of lighting fixtures; placing of covers on outlets, cabinets, panelboards; equipment or system startups; or conducting tests. C. Testing: Complete testing prior to demonstration. Comply with requirements in Section 16950. D. Operating Test: During Project Close Out, conduct an operating test for approval by Owner's Representative. Demonstrate installation to be in accordance with the Contract Documents. Record drawings shall be readily available. Should any portion of the installation fail to meet requirements of Contract Documents, repair or replace items failing to meet requirements until items can be demonstrated to comply. E. Instruments: Provide instruments for measuring light intensities, voltage and current values, and for demonstration of continuity, grounds, or open circuit conditions. F. Personnel: Provide personnel to take measurements and make tests. Unless otherwise approved, remove covers for wiring observation. 1.12 OPERATION AND MAINTENANCE INSTRUCTION A. Description: Following installation of electrical equipment and prior to acceptance, conduct operation and maintenance instruction periods for Owner's Representatives. Commence the instruction periods when the systems involved are complete and operating, with accepted Operation and Maintenance Manuals available. B. Contractor's Personnel: Qualified foremen, superintendents or technicians who performed testing and adjustments on associated equipment from the trade or system involved. Submit qualifications before conducting the instruction, if requested by NE. C. General Description of Instruction Periods: Include preliminary discussion and presentation of information from operation and maintenance manuals, with appropriate references to Contract Documents, followed by tour of building areas explaining maintenance requirements, access methods, servicing and maintenance procedures, equipment cleaning procedures and available adjustments. Conduct instructions in appropriate sessions. If applicable, comply with the total minimum hours specified in individual sections. D. Scheduling of Instruction Periods: Provide notice of readiness to conduct such instruction with written lesson plan and instruction schedule to A/E at least 2 weeks prior to the earliest instruction periods. Coordinate schedule of instructions with the Owner's Representative prior to submitting the notice of readiness. 1.13 ALTERNATIVES RTA/C R 179 -00 A. General: See Bid Form and Alternatives described in Division 1 for possible effect on work of this Division. 16010 - 8 Basic Electrical Requirements ce U i O ' : N o ' W 1 - 1 3 �. w 0 g Q ! CO D 1_ W Z - O : Z F- 0 H w _ U Z UN 0 Z 1.14 SUBSTANTIAL COMPLETION PART 2- PRODUCTS Not used PART 3 EXECUTION Not used RTA/CR 179 -00 16010 - 9 A. General: Submit Electrical Project Completion Form (immediately following this section) properly filled out at least 3 days prior to request for Substantial Completion review of the work. Substantial Completion project review will not be started until this form is received by A/E. B. Review of Work: The Engineer's fee includes 2 final construction observation reviews at the project site. The first is the Substantial Completion review of the work and will be in response to the Contractor's notice of final completion of the Work. If necessary, the second is the post - Substantial Completion review of the work and will occur after notification by the Contractor that deficiencies noted during the Substantial Completion review have been corrected. C. Cost of Additional Reviews: Should additional reviews by the Engineer be required due to the Contractor's failure to correct deficient work, the Owner will deduct the amount of the Engineer's compensation for additional construction observation services from the final payment to Contractor. END OF SECTION 16010 Basic Electrical Requirements PROJECT NAME: Date: PROJECT LOCATION: Inspector's Final Acceptance Fire Marshal's Final Acceptance A. The following systems have 1. Distribution System: 2. Emergency System: 3. Fire Alarm System: 4. Lighting Control System: 5. Clock System: 6. Sound System: [7. Add Other Systems:] B. Record Drawings: C. Certificates: D. 0 & M Manuals: (Supervisor of Electrical Work) at: (Date) RTA/CR 179 -00 ELECTRICAL PROJECT COMPLETION FORM Quantity Attached: Quantity: Attached: Quantity: Attached: E. Spare Parts & Keys: Quantity: Attached: Name Agency Name Agency been demonstrated to the Owner's representative: Owner's Rep Signature Owner's Rep Signature Owner's Rep Signature Owner's Rep Signature Owner's Rep Signature Owner's Rep Signature [Owner's Rep Signature Electrical Subcontractor's Representative's Signature Transmitted previously to: Transmitted previously to: Transmitted previously to: Transmitted previously to: 16010 - 10 (Time) Date Date Date Date Date Date Date Date Date] F. The Work is complete and in accordance with Contract Documents and authorized changes except for: and the Owner's Representative is requested to meet with: Date Basic Electrical Requirements Ix 2 D 00 y 0 n W,. CO LL w 0 ` CJ F- 0 Z F. w w U 0 ` 0 I-1 tu, 0 Z O ~. Z PART 1 - GENERAL 1.1 WORK INCLUDED RTA/CR 179 -00 SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS W[ li A. General Description: Work includes basic materials, coordination, and a D requirements for installation to accomplish electrical work. U ; 0 O B. Contract Requirements: Refer to General Conditions, Supplementary t 0 ulr Conditions, and Division 1, all of which apply to work in this Section. co u. 1.2 QUALITY ASSURANCE W O 2 ■ A. Regulatory Requirements: Q 1. Comply with all applicable city, county, and state codes and ordinances. �: In case of conflict with drawings or specifications, the codes and W' ordinances govern. z P 2. Basis: 'H O a. Uniform Building Code z f-„ b. National Electric Code g tu D 0 B. Architectural Specialties: Coordinate with approved shop drawings for , tn 4 architectural specialties, including but not limited to hardware, door operators, ;p H; elevators, kitchen equipment, signage, etc. '. W H v. 1.3 SUBMITTALS — 0 iii z b A. General: Submit in accordance with Division 1 and Section 16010. . O B. Shop Drawings: Electrical equipment plans and sections for distribution equipment, electrical rooms(, and generation equipment]. Draw at scale of 1/4 inch to the foot. Accurately depict equipment sizes and code - required working clearances. 1.4 TESTING LABORATORY LISTED EQUIPMENT A. Whenever UL or ETL standards exist for equipment, provide UL or ETL approved equipment bearing the UL or ETL label. Otherwise provide equipment certified by the manufacturer as complying with UL or ETL standards for similar items and complying with ANSI standards. 1.5 PRODUCT DELIVERY, STORAGE AND HANDLING A. General: Deliver, store and handle products in accordance with the manufacturer's recommendations, using means and methods that will prevent damage, deterioration and loss, including theft. B. Containers: Deliver products to the site in the manufacturer's original containers, complete with labels. 16050 - 1 Basic Electrical Material and Methods C. Inspection: Inspect products upon delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. D. Storage: Store products subject to damage by the elements above ground, under cover in a weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. PART 2 - PRODUCTS 2.1 GENERAL A. Requirements: Comply with "Quality Assurance" provisions, Specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. 2.2 FIREPROOFING A. General: UL approved and suitable materials for the various applications. 2.3 SEISMIC REQUIREMENTS A. General: Equipment to be furnished under this contract shall be designed, constructed and installed in accordance with the earthquake regulations of the Uniform Building Code (UBC). The contractor shall provide equipment anchorage details, coordinated with the equipment mounting provision, prepared and stamped by a licensed structural engineer. Mounting recommendations shall be provided by the manufacturer. The equipment manufacture shall certify that the equipment can withstand, that is, function following the seismic event, including both vertical and lateral required response spectra as specified in the UBC. The equipment manufacture shall document the details necessary for proper seismic mounting of the equipment. Seismic qualification is achieved when the capability of the equipment, as described by the test response spectra, meets or exceeds the required response spectra as specified in the UBC, for all equipment natural frequencies up to 35 HZ. 2.4 PERSONNEL PROTECTION A. General: Where support angles, hangers, equipment supports and appurtenances, etc., are exposed above floors, in walkways, or in maintenance access ways, cover such potentially injurious protrusions less than 6' -6" above the floor with protective padding. B. Protective Padding: Soft elastomeric foam material or equivalent with composite and component ratings per NFPA 255, ASTM E84 or UL 723 as follows: Flame spread 25, smoke developed 50. Acceptable Manufacturers: Armstrong, Rubatex, or equivalent. C. Finish: White field - applied finish of the same manufacturer as the protective padding. RTA/CR 179 -00 16050 - 2 Basic Electrical Material and Methods .444, .ilk. • 2.5 PAINTING A. General: Painting of work specified in electrical sections which is exposed, including exterior exposed electrical work, is specified in Division 9. B. Touch -up: Cover scratches, abrasions, etc. of electrical equipment with factory finished surfaces using matching factory furnished paint. t w `: PART 3 - EXECUTION 2 7' 0 3.1 INSPECTION '0 0 rn A. General: Verify installation conditions as satisfactory to receive work of this L Section. Do not install until any unsatisfactory conditions are corrected. a LL Beginning work constitutes acceptance of conditions as satisfactory. w O ; 3.2 PREPARATION QQ 5 LL Q; c 0 : A. Field Measurements: Field verify locations of new work prior to commencing t = - w work of this Section. Z H 0 B. Protection: Protect surrounding areas and surfaces to preclude damage from z 1— work of this Section. al � ` 3.3 INSTALLATION/ APPLICATION /ERECTION /PERFORMANCE j0 co, 0 A. General: Install, apply, erect, and perform the work as specified in accordance w w with Manufacturer's installation instructions and directions, and in accordance 1 ' H-' with NECA'S "Standards of Installation." Where these may be in conflict, the — 0: more stringent requirements govern. ui �. 0 B. Connections: Provide properly sized pigtails for connections to equipment. 0 Verify terminal temperature ratings and provide approximately sized conductors. ?.:.. 3.4 EQUIPMENT INSTALLATION A. General: Provide and make final electrical connections in accordance with manufacturer's recommendations for equipment furnished by others. Where equipment is fed from below floor wiring, terminate conduit in flush coupling at floor with watertight nipple to 4 inches above floor, and flexible conduit connection to equipment. Make conduit connections at floor watertight. B. Equipment Connections: Refer to equipment manufacturer's shop drawings for details of equipment connections. 1. Provide outlets at locations to conveniently serve equipment. 2. Provide receptacles as required to match cord caps on equipment furnished. 3. Provide direct wiring or receptacles for final connection to equipment as required for particular equipment furnished. RTA/CR 179 -00 16050 - 3 Basic Electrical Material and Methods 3.5 COMPLETE SYSTEMS A. General: Systems shall be complete in every detail except where specifically noted otherwise. Mention of certain materials in these specifications shall not be construed a release from furnishing such additional materials and performing all labor required to provide a complete and operable system. 3.6 CUTTING AND PATCHING A. General: Cut all openings and holes required for electrical work. Carefully examine existing conditions prior to commencing work. Patch and paint to match original finish. B. Locations: Locate cuttings so they will not weaken structural components. Cut carefully and only the minimum amount necessary. Cut concrete with core drills except where space limitations prevent the use of such drills. 3.7 ACCESSIBILITY A. General: Locate equipment to be easily accessible. 3.8 EXCAVATIONS A. General: Conduct excavations so that no walls or footings are disturbed or injured in any way. Coordinate and comply with the requirements of Division 2. B. Surplus Earth: Remove all surplus earth not needed for backfilling and dispose of it. 3.9 PERSONNEL PROTECTION A. General: Secure and permanently fasten in a neat and smooth manner, using band straps, clamps, snaps, or similar methods. B. Finish: One or two coats to result in uniform white color. 3.10 CLEAN UP A. General: Remove debris, cuttings, crates, cartons, etc., created by the work of this Section at regular intervals. Perform at sufficient frequency to eliminate hazard to the public, other trades people, the building, and the Owner's employees. Before requesting acceptance of the installation, carefully clean cabinets, panels, wiring devices, cover plates, etc. Remove dirt, cuttings, paint, plaster, mortar, concrete, etc. RTAICR 179 -00 END OF SECTION 16050 16050 - 4 Basic Electrical Material and Methods U l 0 0 (no W W, 0 ILj w o' g -J IL co Z � 1-- o z LLI 'cc n 10 — i lit u..� 0 = Z. ON AD PART 1 - GENERAL PART 2- PRODUCTS 1.1 SECTION INCLUDES SECTION 16110 RACEWAYS A. Description: Work includes raceway systems complete. B. Contract Requirements: Refer to the General Conditions, the Supplementary Conditions, and Division 1, which apply to Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with applicable city, county, and state codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. B. Basis: 1. Uniform Building Code 2. NFPA 70 3. Local Energy Code (enforced by AHJ) 2.1 GENERAL A. Comply with "Quality Assurance" provisions, specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. 2.2 ACCEPTABLE MANUFACTURERS A. Listed manufacturers with products equivalent to specific product indicated (if any) are acceptable; A/E is sole judge of equivalency. Acceptable Manufacturers: Allied, Carlon, Wiremold, T& B, OZ, Steel City, or approved. 2.3 GALVANIZED RIGID STEEL CONDUIT (GRS) AND INTERMEDIATE METAL CONDUIT (IMC) A. Hot dipped galvanized. B. Fittings: Galvanized malleable iron or noncorrosive alloy compatible with galvanized conduit. Running thread or set screw threaded fittings not permitted (Exception: Three piece couplings, Erickson permitted). RTA/CR 179 -00 C. Split couplings are unacceptable. 16110 - 1 Raceways • 00 m w w O: • Jj co W z I 'o N` ,W i11. U Ni 2.4 ELECTRICAL METALLIC TUBING (EMT) A. Hot dip galvanized, electrogalvanized or sherardized, steel tubing. B. Couplings and Connectors: Raintight; steel or malleable iron type with insulated throat using a split corrugated compression ring and tightening nut or stainless steel locking disc. Connectors to have insulated throat. Indenter or die -cast fittings are not acceptable. Set screw type allowed 2 inches and over. 2.5 PVC CONDUIT A. Schedule 40 electrical conduit. B. Approved fittings. 2.6 BUSHINGS A. Insulated throat connectors or insulated bushings for all raceways. B. Grounding function may be incorporated in bushings. PART 3 - EXECUTION 3.1 INSPECTION A. Verify installation conditions as satisfactory to receive work of this section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 PREPARATION A. Field Measurements: Field verify locations of new work prior to commencing work of this section. B. Protect surrounding areas and surfaces to preclude damage from work of this section. 3.3 INSTALLATION /APPLICATION /ERECTION /PERFORMANCE A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" provisions, specifications and Manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. 3.4 GALVANIZED RIGID STEEL CONDUIT (GRS) AND IMC A. All connections shall be wrenchtight. RTA/CR 179 -00 B. Install Galvanized Rigid Steel Conduit (GRS) concealed in construction unless noted otherwise in the following, on the drawings, or unless specifically approved by the Engineer. Intermediate metal conduit is permitted as a substitute for rigid galvanized steel. Exceptions: Where GRS is required by code. 16110 - 2 Raceways 3.5 ELECTRICAL METALLIC TUBING (EMT) 3.7 GENERAL A. May be Substituted for GRS: For circuits less than 600V, for wiring in furred ceilings, walls, and above suspended ceilings. May be used for exposed work in unfinished areas where not exposed to physical damage below 6 feet. Provide code size equipment grounding conductor when 2 inches or larger or when noted on drawings. B. Minimum Power Raceway Sizes: 1. Branch circuits: 3 conductors = 1/2 inch; 4 -7 conductors = 3/4 inch. 2. Home runs (over seven conductors): 1 inch. 3.6 PVC CONDUIT A. For power and communications raceways underground or beneath slabs on grade. B. Concrete encased (red tinted) for power raceways when noted on drawings. C. GRS or IMC steel bends and elbows, and vertical sections extending above grade. 1. Long radius bends on communications, TV and data systems raceways. A. Grounding: Raceway system serves as basic equipment ground, supplemented with equipment grounding conductors as noted. Make all joints tight for minimum impedance. B. Bends shall be carefully made, to avoid injuring or flattening. 90 degree bends for raceways 2 inches and larger shall be factory elbows. Use an approved power bending process for elbows in 1 -1/4 inches and 1 -1/2 inches raceways. C. Fasten raceways to frame structures by means of clamps, screws, drilled -in metal concrete inserts and bolts, or toggle bolts. Nails not permitted. Install per manufacturer's instructions and recommended spacing. D. Install raceway so as to prevent trapping of seepage or condensation. Slope exterior raceways away from building. E. Confer with structural concrete specifications for installation constraints for raceways in concrete. Raceway diameter shall not exceed 1/3 the thickness of the concrete system in which it is embedded. If over 1 inch diameter, obtain permission from A/E. F. Conduits passing through building construction expansion joints shall have approved expansion fittings, properly bonded. G. Provide nylon pull cord in all raceways provided as spares or for other trades. H. Provide additional pull boxes as required to avoid excess conductor pulling tension, or to comply with 360 degree bend code requirement. RTA/CR 179 -00 Raceway Identification; see Section 16195. 16110 - 3 Raceways J. Locate raceways to not endanger strength of structural members, and 6 inches minimum from parallel runs of mechanical systems heat piping. K. Do not exceed NEC requirements for raceway, pull /junction or outlet box fill. Raceways have been sized per NEC and may not be sufficient to allow proper pulling tension for long or multiple -bend pulls. Contractor to increase sizes or provide additional pull boxes as required. L. Stub a minimum of 2 inches above floor, all raceways terminated beneath free standing main service equipment, pad mounted equipment, etc., to prevent water entry into raceways. M. Underground parallel raceways shall be spaced greater than 8 inches o.c. (magnetic) or 10 inches o.c. (non- magnetic), or provide additional derating per NEC Appendix B. 3.8 CLEANING A. Cap raceway, during construction, with manufactured seals, to prevent entrance of water or debris. Swab out all raceway before wires are pulled. RTA/CR 179 -00 16110 - 4 END OF SECTION 16110 Raceways PART 1 - GENERAL 1.1 DESCRIPTION PART 2- PRODUCTS 2.1 HANDHOLES PART 3 - EXECUTION 3.1 RACEWAYS RTA/CR 179 -00 SECTION 16115 UNDERGROUND ELECTRICAL A. Service, feeder, branch circuits and communication systems; direct burial raceways and concrete encased raceways, and manholes for underground installation. A. Handholes: Provide precast concrete or structural plastic handholes in accordance with the drawings, with the following standard features. 1. Cover shall include insert or other device to facilitate lifting. 2. Cover shall contain locking device similar to REA or FARGO. 3. Drain hole in base, at least 2 inches diameter. 4. Knockouts in sides of adequate number and spacing to accommodate duct bank shown. 5. Underground enclosures shall be "Carlon Composolite" non - concrete or approved equal. Enclosures shall be composed of reinforced plastic mortar and be designed and tested to temperatures of -50 F and meet ASTM D635 flammability test. B. Provide engineered shop drawings or use standard catalogued products similar to Utility Vault Company. A. Type as noted on drawings. B. Ground conductor for PVC raceways. C. Burial depth to comply with NEC 300 -5 as a minimum. 3.2 EXCAVATING, TRENCHING AND BACKFILL: Provide in accordance with Division 2 and the following paragraphs. A. Coordination: With other utilities on site for proper clearances, drainage, etc. B. Depth: Excavate to bottom elevation of duct bank encasement, and correct points of over - excavation by returning trench to grade with mechanically - compacted backfill to form a smooth trench bottom. C. Width: Excavate to minimum width consistent with stability of sides. 16115 - 1 Underground Electrical � 0; 0, U) o: , .u) LL w 0 = ± w Z �! 0 Z w w n V p' N ` w uJ V ` 0 uJ Z i 0 RTA/CR 179 -00 3.3 HANDHOLE INSTALLATION A. Handholes: Locate as shown on drawings. B. Provide cable support brackets and clamps /saddles as required for proper cable support. C. Provide ground rod at each location. D. Provide safety tape in backfill above ductbanks at 6 inches depth. 3.4 CLEANING U O PR .: wW A. All conduits must have a swab pulled through to verify. cleanness. B. Handholes must be cleaned. w END OF SECTION 16115 y', z O ; 1. W !Z� O W W: 2 �I U 0` ON -. 16115 - 2 Underground Electrical PART 1 - GENERAL 1.1 SECTION INCLUDES SECTION 16120 WIRES AND CABLES A. Description: Work includes power and control cable and terminations for use in primary and secondary power distribution systems. Provide all wire and cable, complete. B. System Voltages: 1. 240/120 V, 1 phase, 3 wire. Usage and Conditions: The cables are primarily installed in raceways, conduit, and ductwork using single conductor wire terminations. Ambient temperature will be between 0 and 40 C unless noted on the drawings. D. Contract Requirements: The General Conditions, Supplementary Conditions, and Division 1 apply to Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with all applicable city, county, and state codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. 1. Basis: a. Uniform Building Code b. NFPA 70 c. Local Energy Code (enforced by AHJ) B. Product Equivalency: The term "or equivalent" is used in these specifications under "Acceptable Manufacturer" paragraphs. This term means that an alternative product is acceptable if it has the same performance, qualities, and characteristics of the specified product. The alternative product shall fulfill the utilitarian function without decrease in quality, durability, or longevity. Refer to paragraph "Standards of Quality" in Section 16010. 1.3 SUBMITTALS A. General: Submit in accordance with Division 1 and the following: B. Product Data: 1. 600 V Cable 2. 600 V Connectors 1.4 SEQUENCING /SCHEDULING A. Phase in properly with NE reviewed /accepted Construction Schedule. 1.5 ALTERNATIVES A. See Bid Form and Alternatives for possible effect on work of this section. RTA/CR 179 -00 16120 - 1 Wires and Cables LIJ re 2 U O Oi cow. 9 to u,, wo 2 g Q ! z d mo Z � Z O ' wW 2 3 `. U 0 i w w! AL la, w z V N` Z PART 2 - PRODUCTS 2.1 GENERAL 2.2 ACCEPTABLE MANUFACTURERS 2.4 BUSES AND CONNECTIONS PART 3 - EXECUTION A. Comply with "Quality Assurance" provisions, specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. A. Listed manufacturers with products equivalent to specific product indicated (if any) are acceptable; NE is sole judge of equivalency. B. Non - listed manufacturers may be considered by the A/E if prior approval request is received in accordance with Division 1 and Section 16010. A/E is final authority with respect to acceptability of substitutions. C. Acceptable Manufacturers: Anaconda, General Cable, Cyprus Rome, National, Kerite, Okonite, Southwire, Raychem, 3M, or approved. 2.3 600 VOLT POWER WIRE AND CABLE AND TERMINATIONS A. Single Conductors in Raceway: 1. Conductor shall be copper; 98 percent conductivity. No. 12 AWG and No. 10 to be solid. Motor connections shall be stranded. 2. Insulation THWN/THHN, and as otherwise required. 3. Color shall be as noted in Part 3 below. 3.1 INSPECTION A. Identified left to right, top to bottom, or front to rear should read A -B -C and be color coded as indicated in Part 3. C. 600 Volt Splices and Terminations: 1. Splices: Solderless type only. Pre - insulated "twist -on" type (limited to size No. 10 and smaller). Hydraulic compression long barrel type with application preformed insulated cover, heat shrinkable tubing or plastic insulated tape. 2. Terminations: Eye -type compression lug when termination is to a bolt or screw terminal, 250 kcmil and above, two hole long barrel compression lugs. Below 250 kcmil, single hole compression lug. 3. Cable Ties: Nylon or equivalent, locking type. Use torque - limiting tool. RTA/CR 179 -00 Manufacturers Approved: Southwire. A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 16120 - 2 Wires and Cables W ; 2 _; 00 cn o; • W • li- w 0 J; I— al ZF ' Z wW O co dO H W W, _ O. 6 O Z V N . Z 3.2 PREPARATION A. Field Measurements: Field verify locations of new and existing work prior to commencing work of this Section. B. Protect surrounding areas and surfaces to preclude damage from work of this Section. 3.3 INSTALLATION / APPLICATION /ERECTION /PERFORMANCE Ul '' A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" Of C.) 0. provisions, specifications and Manufacturer's installation instructions and u) o directions. Where these may be in conflict, the more stringent requirements , CO w, govern. f; 3.4 GENERAL INSTALLATION w A. Install cables with care to avoid damage. Replace cables showing damage after < ' installation. Rollers and spools shall be used in adequate numbers for pulling in - a cables. Observe the tension limitations and minimum bending radius as given by w the cable manufacturer. z 11` F- O. B. Provide cable lacing (fault bracing) when recommended by switchboard/ ' w ~' switchgear manufacturer. 2 n' D p' C. Cable Pulling: Gripping method for cable pulling as recommended by the 0 � ' manufacturer. Lubrication as approved for the insulation and raceway material. }--` Provide pull boxes or oversize the raceways as required to prevent excess = v ' pulling tension. 1- ~, 1. Interlocked armor cable pulled only when both the armor and conductors 11 Z= are gripped. v 2. In no case will strands be removed to attach pulling eyes. Tension is P _ limited to 1000 pounds using basket grips. Prior to pulling, calculations of b i"' pulling tension and side wall pressure shall be submitted. A dynamometer shall be used and tension recorded for all medium voltage pulls. D. Verify terminal lugs suitable for conductors (quantity, size, space, etc.). E. Provide loop of conductor in manholes and junction boxes where taps or splices are made, and excess cable between tap /splice and conduit entrance to allow redoing splice. F. Do not block other spare raceway openings in manholes or equipment with cable installation. 3.5 600 VOLT CABLE AND TERMINATIONS A. Locate in conduit systems unless otherwise noted on the drawings. B. Provide cable ties in cabinets, and other unconfined spaces. Wiring neatly grouped and formed, and shall not be tied to factory installed wiring in equipment. RTA/CR 179 -00 C. Feeders: THWN /THHN and color coded as listed below. 16120 - 3 Wires and Cables D. Branch Circuits: THWN/THHN, and color coded as listed below, No. 12 AWG minimum. Homeruns greater than 75 feet to first outlet No. 10 minimum. Use no mechanical means for pulling wires, no lubricant except powdered soapstone or approved substitute. Make no splices in homeruns, including associated neutral and isolated ground conductor. Do not combine wiring from separate raceway systems unless specifically permitted by Engineer. 1. Common neutral conductor for multiple receptacle outlet home -runs No. 10 minimum. 2. Bundle and tag individual multi -wire circuits in surface metal raceway. E. Color Coding: 1. 120/240 Volt, 3- Phase, 4 -Wire Systems: Phase A: Black Phase B: Blue Phase C: Orange (high leg) Neutral: White* Ground: See Section 16170 Travelers: Purple (for 3- and 4 -way switching) 2. "Low Voltage" Cable and Special Systems: For wiring to be coded other than above, see subsequent individual functional specification sections. 3. Color -coded tape may be used in lieu of color -coded insulation for conductors No. 8 AWG and larger. However, when color -coded tape is used, the conductor insulation shall be black only, tape at all splices, terminations, and junction boxes with color scheme shown above. Conductors need not be changed when circuits are reconnected to achieve balanced panel loading. The conductors shall, however, be identified with colored plastic vinyl tape in the panel. * Provide white with colored tracer on computer circuits neutral conductors. F Splices and Terminations: Lighting and receptacle branch circuit conductors up to No. 10 AWG shall be spliced with Scotch Lok type connectors. Motor connections and splices in wiring No. 8 AWG and larger shall be made with crimp -type sleeves or lugs insulated with two half -laps of rubber tape and two half -laps of Scotch 33 or equal plastic tape. G. Terminate conductors so that conductor information is easily visible on at least one termination per feeder or within panel or switchboard pulling space. H. Properly torque all lugs and device terminations in accordance with manufacturer's recommendations for conductors used. Torque wrenches should be in each workman's tool pouch if making terminations. 3.6 TESTING A. See Section 16950, Testing. END OF SECTION 16120 RTA/CR 179 -00 16120 - 4 Wires and Cables U 0 : co 0 co w CO w0 u_ a. z�!.. z 0 2 D! O ( A) w W' U ■ . w o) 0 PART 1 - GENERAL 1.1 SECTION INCLUDES A. Description: Work includes the provision and installation of cabinets and boxes as required by other sections. B. Contract Requirements: The General Conditions, Supplementary Conditions, and Division 1 apply to Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with all applicable city, county, and state codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. 1. Basis: a. Uniform Building Code b. NFPA 70 c Local Energy Code (enforced by AHJ) B. Product Equivalency: The term "or equivalent" is used in these specifications under "Acceptable Manufacturer" paragraphs. This term means that an alternative product is acceptable if it has the same performance, qualities, and characteristics of the specified product. The alternative product shall fulfill the utilitarian function without decrease in quality, durability, or longevity. Refer to paragraph "Standards of Quality" in Section 16010. 1.3 SUBMITTALS A. General: Submit in accordance with Division 1 and the following: B. Product Data: 1. Outlet, Junction Boxes 2. Pull Boxes 3. Cabinets RTA/CR 179 -00 SECTION 16130 BOXES AND CABINETS 1.4 SEQUENCING /SCHEDULING A. Phase in properly with A/E reviewed /accepted Construction Schedule. 1.5 ALTERNATIVES A. See Bid Form and Alternatives for possible effect on work of this section. 16130 - 1 Boxes and Cabinets Ct ug � J U ;. U 0 ; CO 0 IJJ CO IL w0 2 • g J? w i Z HOi Z I U (I) , w w . u. z HH . 0 . PART 2- PRODUCTS 2.1 GENERAL A. Comply with "Quality Assurance" provisions, specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. B. Construction: Code -gage galvanized or painted sheet steel. Flush or surface mounting as indicated. C. Exposed Boxes Finish: Baked -On Gray Enamel, ANSI Z55.1 -1967. D. Enclosure Rating as Follows: 1. NEMA 1: Indoor. 2. NEMA 3R or 4: Damp or outdoor locations. 3. Construction: Welded and galvanized sheet steel of sizes required by N.E.C. and as noted. 2.2 ACCEPTABLE MANUFACTURERS A. Listed manufacturers with products equivalent to specific product indicated (if any) are acceptable; A/E is sole judge of equivalency. B. Non- listed manufacturers may be considered by the NE if prior approval request is received in accordance with Division 1 and Section 16010. A/E is final authority with respect to acceptability of substitutions. C. Acceptable Manufacturers: Paco, Steel City, Circle AW, or approved. 2.3 OUTLET, JUNCTION, PULL BOXES A. Cover: Full access screwed covers mounted with corrosion resistant machine screws where device plates are not used. B. Telephone, Data, and Other Special Systems Outlets: 4 -11/16 inches by 2 -1/8 inches deep, plus plaster ring to suit wall finish. 2.4 CABINETS A. General: Code grade steel; size as required by code or as shown on the drawings. Allow extra space when splicing. RTA/CR 179 -00 B. Cover: Hinged cover. PART 3 - EXECUTION 3.1 GENERAL A. Coordinate locations with work of other trades to avoid conflicts with equipment and architectural trim. B. Secure to structure per NEC 370. 16130 - 2 Boxes and Cabinets • .r.,..,�. a.trn. Aix� .«b�a71..4..:Nt rit.n nw:isai,�e. w;titf?.;iaAiD:S.Y mo w ; oO N o ., CO w 9 LL w O g Q CO a ; Ul Z H 0 Z F-r W W . n o w w? U. F-' • Z U); - F Z O F ": z 3.2 INSPECTION 3.3 PREPARATION A. Verify installation conditions as satisfactory to receive work of this section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. A. Field Measurements: Field verify locations of new work prior to commencing work of this section. B. Protect surrounding areas and surfaces to preclude damage from work of this section. 3.4 INSTALLATION / APPLICATION /ERECTION /PERFORMANCE A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" provisions, specifications and Manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. 3.5 JUNCTION AND PULL BOXES A. Locate so that covers are accessible at all times. Mount boxes for concealed conduit so covers are flush with surface of finished ceiling or wall. B. Contractor may provide pull boxes in addition to those shown on plans or required by codes, to facilitate installation of work. C. Circuit layouts indicate required additional J -boxes to minimize voltage drop caused by loop feeding, and to allow remodel without disruption of services. D. Do not install boxes back -to -back in common walls. E. Provide cable supports per NEC. 3.6 DEVICE BOXES A. Heights of outlets as follows, unless otherwise noted or shown on Drawings. 1. Convenience Outlets: 18 inches to top. 2. Data Outlets: 18 inches to top. 3. As noted on drawings or as specified elsewhere. 4. Coordinate with Architectural Drawings for mounting of boxes in and around casework. B. The metallic outlet or switch boxes shall be securely fastened to the studs and the opening in the wallboard facing shall be cut so that the clearance between the box and the wallboard does not exceed 1/8 inch. 3.7 SEALING RTA/CR 179 -00 A. Seal with acoustic calk all openings in and around boxes in walls common to 2 or more spaces, to close air passages. 16130 - 3 Boxes and Cabinets +d vW1�::LtirFa 3.8 CABINETS A. Provide two 1 inch raceways (or as noted) from flush cabinets and panels into accessible ceiling space adjacent to cabinet unless otherwise noted. 3.9 CLEANING A. Remove unnecessary debris from boxes and cabinets upon completion of the job. RTA/CR 179 -00 16130 -4 END OF SECTION 16130 Boxes and Cabinets 11:lH:nie. =..i: PART 1 - GENERAL 1.1 SECTION INCLUDES A. Description: Work includes wiring devices. B. Contract Requirements: The General Conditions, Supplementary Conditions, and Division 1 apply to Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with all applicable city, county, and state codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. 1. Basis: a. Uniform Building Code b. NFPA 70 c. Local Energy Code (enforced by AHJ) 1.3 SUBMITTALS A. General: Submit in accordance with Division 1 and the following: B. Product Data: 1. Switches 2. Receptacles 3. Device Plates 1.4 SEQUENCING /SCHEDULING A. Phase in properly with NE reviewed /accepted Construction Schedule. 1.5 ALTERNATIVES A. See Bid Form and Alternatives for possible effect on work of this section. PART2- PRODUCTS 2.1 GENERAL rt SECTION 16140 WIRING DEVICES Product Equivalency: The term "or equivalent" is used in these specifications under "Acceptable Manufacturer" paragraphs. This term means that an alternative product is acceptable if it has the same performance, qualities, and characteristics of the specified product. The alternative product shall fulfill the utilitarian function without decrease in quality, durability, or longevity. Refer to paragraph "Standards of Quality" in Section 16010. A. Comply with "Quality Assurance" provisions, specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. RTA/CR 179 -00 16140 - 1 Wiring Devices v 0 •.cn Oi ' H w 0 2 4 C'lr F 2 O - ! r f w N • 0h . • • B. Devices with "Push -In" terminals are not acceptable unless screw retained. C. Color: Ivory. 2.2 ACCEPTABLE MANUFACTURERS A. Listed manufacturers with products equivalent to specific product indicated (if any) are acceptable; NE is sole judge of equivalency. B. Non- listed manufacturers may be considered by the NE if prior approval request is received in accordance with Division 1 and Section 16010. NE is final authority with respect to acceptability of substitutions. C. Acceptable Manufacturers: Bryant/Hubbell, Pass & Seymour, Arrow Hart, Leviton, or approved. 2.3 SWITCHES A. General: Specification Grade 20A, 120 -277 VAC, silent type for all locations. Pass & Seymour #20AC1 Series, Leviton #1221, Arrow Hart #1221. 2.4 RECEPTACLES A. G.F.C.I. Receptacle NEMA 5 -20R (dedicated), or 5 -15R on shared circuit; Pass & Seymour #2091 -SHG, Leviton #6898 -HG, Arrow Hart GF 8300. 2.5 DEVICE PLATES A. Provide UL listed, one -piece type, flush device plates of ivory with metal, countersunk head screws colored to match device plate and of rounded edge "streamline" design. Galvanized device plates may be used where exposed wiring is permitted. B. Weatherproof Plates: Provide stainless steel or molded plastic, UL listed, self - closing weatherproof plates. Duplex flap for duplex outlets. Each flap to open in an upward direction, not more than 90 degrees above the closed position. Aluminum covers with same features are approved. 1. Pass & Seymour Inc. 4500 Series, or approved. 2. In areas subject to driving rain: Tay Mac brand, "Raintight while in use ". PART 3 - EXECUTION 3.1 WIRING DEVICE INSTALLATION A. Mounting Heights: Refer to Section 16130 and drawing notes. B. Provide separate neutral for dedicated outlets. C. Provide shared #10 neutral for multiple outlet circuit home runs. RTA/CR 179 -00 D. Lift isolated ground jumper connection in panelboard and test all outlets to be free from grounds. Provide log. 16140 - 2 Wiring Devices 3.2 GROUNDING A. Provide positive connection between ground terminal and conduit box. B. Provide separate isolated ground conductor for each isolated ground circuit. 3.3 GFCI PROTECTION A. Provide whether specifically indicated on plan or not. B. For "master- slave" protection, GFCI protected wiring shall not be routed with unprotected wiring. 3.4 GFCI PROTECTION A. Testing: See Section 16950, Part 3. RTA/CR 179 -00 16140 - 3 END OF SECTION 16140 Wiring Devices PART 1 - GENERAL 1.1 SECTION INCLUDES SECTION 16170 GROUNDING AND BONDING A. Description: Work includes grounding electrodes, grounding (bonding) of equipment and building systems, and grounding of building electrical service neutral. B. Contract Requirements: The General Conditions, Supplementary Conditions, and Division 1 apply to Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with all applicable city, county, and state codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. 1. Basis: a. Uniform Building Code b. NFPA 70 c. Local Energy Code (enforced by AHJ) d. Underwriters Laboratories, (UL) 467 -1972 (R 1975) Grounding and Bonding Equipment. B. Product Equivalency: The term "or equivalent" is used in these specifications under "Acceptable Manufacturer" paragraphs. This term means that an alternative product is acceptable if it has the same performance, qualities, and characteristics of the specified product. The alternative product shall fulfill the utilitarian function without decrease in quality, durability, or longevity. Refer to paragraph "Standards of Quality" in Section 16010. C. All connectors must meet the requirements of IEEE Std. 837 -1989, "IEEE Standard for Qualifying Permanent Connections Used in Substation Grounding ". 1.3 SUBMITTALS A. General: Submit in accordance with Division 1 and the following: B. Product Data: 1. Special Connectors. C. Test Reports: 1. See Section 16950, "Testing ". 1.4 SEQUENCING /SCHEDULING A. Phase in properly with A/E reviewed /accepted Construction Schedule. 1.5 ALTERNATIVES A. See Bid Form and Alternatives for possible effect on work of this section. RTA/CR 179 -00 16170 - 1 Grounding and Bonding Ce 0 O ;. CO 0 , co w w 0 J. (0 d �w+ z LU U - t w U u. U co 0 H z PART 2 - PRODUCTS 2.1 GENERAL A. Comply with "Quality Assurance" provisions, specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. 2.2 ACCEPTABLE MANUFACTURERS A. Listed manufacturers with products equivalent to specific product indicated (if any) are acceptable; A/E is sole judge of equivalency. B. Non - listed manufacturers may be considered by the A/E if prior approval request is received in accordance with Division 1 and Section 16010. A/E is final authority with respect to acceptability of substitutions. C. Acceptable Manufacturers: Burndy, T &B, or approved. 2.3 CONDUCTORS A. #6 AWG and Larger: Stranded copper, soft - drawn, insulated. B. #8 AWG and Smaller: Soft- drawn, stranded copper, insulated. C. Sizing of Ground Conductors: Where size of ground conductors is not shown on drawings, comply with applicable sections of NEC. 2.4 INSULATION A. Equipment Grounding Conductors: Green insulation. Isolated Ground Conductors: Green insulation with yellow tracer. 2.5 GROUND RODS A. 3/4 inch diameter, copper clad steel, minimum length 10 feet. 2.6 CONNECTOR AND LUGS A. Cable -to -Cable (or Cable -to -Rod) Compression -Type, Copper: 1. T & B 53500 series or 53000 series. 2. Burndy type YGS or YGL. B. Cable -to -Flat: 1. Compression -type copper lugs, with silicon bronze bolts. a. T & B 53200 series. b. Burndy Type YCA -2N. 2. Bolted -type copper lugs, with silicon bronze bolts. a. T & B 32000 series, tandem type. b. Burndy Type QQA, with 2 -hole pad. 2.7 MARKING A. Connectors must be clearly and permanently marked with the information listed below. RTA/CR 179 -00 16170 - 2 Grounding and Bonding V O' CO to W w ZF ILI III 0 ui ui ZY 1. Symbol and /or logo. 2. Catalog number. 3. Conductors accommodated. 4. Installation die index number or die catalog number, as required. 5. Underwriters Laboratories "Listing Mark ". B. Provide identification "connect isolated grounding conductors only" for each isolated grounding bar. Identify with orange marking. PART 3 - EXECUTION 3.1 GENERAL A. All electric systems, components, and devices shall be properly grounded per NEC. Conform to contract documents and code requirements. Contact Engineer if code authority requirements appear to conflict with contract documents. Provide bonding conductor(s) between service neutral bus, grounding bus, and building grounding electrode system. C. Install connectors in accordance with manufacturer's recommendations. These should include; cable preparation if required, installation tools and dies and the required number of crimps. D. Completely remove paint grounding lugs, ground bars, and enclosures. E. Insulate isolated ground bars from the enclosure. For testing, lift bonding jumper between isolated ground and equipment ground and test for open circuit. F. Provide multiterminal ground bars to accommodate number of conductors. 3.2 INSPECTION A. Verify installation conditions as satisfactory to receive work of this Section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.3 PREPARATION A. Field Measurements: Field verify locations of new and existing work prior to commencing work of this section. B. Protect surrounding areas and surfaces to preclude damage from work of this section. 3.4 INSTALLATION /APPLICATION /ERECTION /PERFORMANCE A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" provisions, specifications and Manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. RTA/CR 179 -00 16170 - 3 Grounding and Bonding « .. i .v..,.w.eudnnauwraysrauxr+wtad. "4eFNut 8$ 041 X AVIaB:Yty.4tc3?sCi%}/4!th ?i!i2ii? 'l-C+i tiY„7 iEdtiC.4615cXxwv , w CC L i t ! c.0 '; U_ w 0; Cy, w 2 !tj, 0I ` — w w Vi . CU N, 0/—! 3.5 ROUTING OF GROUNDING CONDUCTORS A. Above Ground, Exposed: Install ground cables in aluminum (non- ferromagnetic) raceway, as noted on plans, or route in a fashion to be protected from damage. 3.6 GROUND CONDUCTOR TERMINATIONS A. Exothermic Welds: Exothermic welding is permitted for all cases where copper is connected to copper, or to structural steel. 1. Provide in inaccessible locations. B. Compression Fitting Installation: May be used in lieu of welds in accessible locations. Utilize for any necessary splices. C. Bolted Connections: Bolted connections, when properly applied, are acceptable for all exposed or accessible grounding connections. Include lock washers or Belleville washer under lug bolts. D. Standard lugs for quantity and size of conductor, plus appropriate spare. Split - bolt connectors not allowed; multiple wires in one terminal not allowed. 3.7 GROUNDING OF RACEWAYS, STRUCTURES AND EQUIPMENT A. Provide a ground return path from each piece of electrical equipment to the building service or derived system ground bus. 1. A maximum resistance to ground of the grounding electrode system of two ohms shall be allowed. B. Bond input and output piping of water heaters. C. Raceways: 1. General: Separate grounding conductor is not necessary for trays or conduits used exclusively for instrumentation circuits or D -C circuits. 2. Require a separate (green) equipment ground installed in the conduit or raceway when noted on drawings. Required for EMT 2 inches and larger. 3. Trays for control and instrument cables shall be grounded by installing tray ground cable, or use approved tray fittings for ground continuity. 4. Motor Connections: Use flexible conduit for motor connections. Provide a bare copper bonding jumper between the branch circuit raceway and the motor frame, using approved grounding fittings. 3.8 INSPECTION A. Compression die index number must be permanently marked on connectors during crimping so that use of the correct crimping dies can be verified. B. Closed barrel connectors must have inspection holes at the appropriate location to verify proper cable insertion. C. Connections to be accessible and identified as "electrical service ground" at connection to ground electrode(s). RTA/CR 179 -00 16170 - 4 END OF SECTION 16170 Grounding and Bonding PART 1 - GENERAL 1.1 SECTION INCLUDES SECTION 16190 SUPPORTING DEVICES A. Description: Work includes supports and fastenings for properly mounting and anchoring all raceways, equipment, and fixtures. B. Contract Requirements: The General Conditions, Supplementary Conditions, and Division 1 apply to Work in this Section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with all applicable city, county, and state codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. 1. Basis: a. Uniform Building Code b. NFPA 70 c. Local Energy Code (enforced by AHJ) Product Equivalency: The term "or equivalent" is used in these specifications under "Acceptable Manufacturer" paragraphs. This term means that an alternative product is acceptable if it has the same performance, qualities, and characteristics of the specified product. The alternative product shall fulfill the utilitarian function without decrease in quality, durability, or longevity. Refer to paragraph "Standards of Quality" in Section 16010. 1.3 SUBMITTALS A. General: Submit in accordance with Division 1 and the following: B. Product Data: 1. Special Hangars. C. Shop Drawings: 1. Welded or manufactured equipment racks. 1.4 SEQUENCING /SCHEDULING A. Phase in properly with NE reviewed /accepted Construction Schedule. 1.5 ALTERNATIVES A. See Bid Form and Alternatives for possible effect on work of this section. RTA/CR 179 -00 16190 - 1 Supporting Devices .. wxratAlC1,..rmNaganntvont.wuone oz..../.. mw en 6100.1msrrns rre 94t.049V NAim +TP,0000195M OW,..1a z Q Z mo g U0 ' o to ill w 0 ' u - N d ; Z� ■ 0 -j !0 t- = w � . V I-- U. H O. Z; , w 40` O PART 2 - PRODUCTS 2.1 GENERAL A. Comply with "Quality Assurance" provisions, specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. 2.2 ACCEPTABLE MANUFACTURERS A. Listed manufacturers with products equivalent to specific product indicated (if any) are acceptable; NE is sole judge of equivalency. B. Non - listed manufacturers may be considered by the A/E if prior approval request is received in accordance with Division 1 and Section 16010. A/E is final authority with respect to acceptability of substitutions. 1. Acceptable Manufacturers: Kindorf Electrical Products Company, Powerstrut Division /Van Huffel Tube Corporation, Unistrut Construction, B- Line Systems, Inc., or approved. 2.3 SUPPORTS A. Provide brackets, frames, and hangers fabricated from standard rolled structural steel shapes or prefabricated structural system. B. Provide threaded steel rods, where required, 3/8 inch diameter minimum. Use hot dip galvanized steel on installations exposed to the weather. Do not use chain except where detailed or specifically required. Do not use perforated strap or wire. C. Provide a concrete housekeeping pad under each floor mounted switchgear, switchgear transformer, switchboard or motor control center. Pad 2 inches greater in dimension (horizontal minimum) than base of equipment mounted thereon. Provide level surface for equipment mounting. Anchor bolts to penetrate base slab as required for seismic conditions. Minimum height 3 -1/2 inches. Refer to Division 3 for "Cast -in- Place" concrete. Coordinate location with Structural Engineer and Architect. D. Coordinate breaker /fuse handle locations in equipment for compliance with NEC. E. Reference Division 5. 2.4 FASTENINGS A. Provide necessary fastenings in accordance with the following: 1. Bolts and Nuts: ANSI B18.2.1 regular series, semi - finished, hexagon, galvanized. 2. Lock Washer: ANSI B18.21.1 medium, spring type, galvanized. 3. Beam Clamps: Thomas beam and angle clamps. 4. Wall Anchors: Use 3/8 inch (minimum) toggle bolts in hollow tile and concrete block. Use 1/4 inch (minimum) Hilti HDI drop -in anchors or Hilti "Kwik Bolts" in solid masonry and concrete. Do not use fiber, lead, plastic, or wood plugs; do not use expansion shields and lag bolts. 5. Conduit Supports and Clamps: Bolted or screwed type. Caddy Clip or spring -back type not permitted for exposed construction. RTA/CR 179 -00 16190 - 2 Supporting Devices asuvi.h7La�wei]ii.4:atw. {+wlTx wl.+' - PART 3 - EXECUTION 3.1 INSPECTION A. Verify installation conditions as satisfactory to receive work of this Section. Do install until any unsatisfactory conditions are corrected. Beginning work ea= 2 constitutes acceptance of conditions as satisfactory. U o 3.2 PREPARATION N o' ' .co w J 6 A. Field Measurements: Field verify locations of new work prior to commencing co uL, work of this section. w O ; B. Protect surrounding areas and surfaces to preclude damage from work of this g w Q section. co a . 3.3 INSTALLATION/ APPLICATION /ERECTION /PERFORMANCE H w Z p A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" O ` provisions, specifications and Manufacturer's installation instructions and w w ' directions. Where these may be in conflict, the more stringent requirements v 0 govern. O — 0 H 3.4 INSTALLATION w w ; A. Steel Supports: Fabricate and install supports so that support installation does u O, not weaken or overload the building structure. Do not impose the weight of W Z • electrical equipment, raceways, or fixtures on supports provided for other trades v ' or systems. Secure steel supports to the building structures by means of bolting 0 H ` or welding. Do not support loads from the bottom chord member of trusses or z open web steel joists except where diagonal members attach to the bottom chord. Do not support loads from roof or floor decking, except as approved by the structural engineer. 3.5 SEISMIC RESTRAINTS 6. Powder powered fasteners may be utilized only by special permission, in new concrete only. B. Floor- Mounted Equipment, General: 1. Provide machine and floor or foundation fastenings; set equipment on concrete pads. Provide equipment base drawings, bolt- setting information, and anchors for all floor mounted equipment. For new construction, provide anchor bolts through concrete equipment pads to structural concrete slab. 2. Install all equipment at the locations and to the dimensions indicated. Set equipment accurately with principal centerlines, and level using manufacturer's leveling screws, blocks, shims, or wedges. Do not distort equipment or baseplates. A. Area classified as Seismic Zone No. 3 as defined in Chapter 23 of the Uniform Building Code. Restraints, shall be in accordance with the applicable requirements and the following as a minimum: RTA/CR 179 -00 16190 - 3 Men ■•-,. "''�.` >= — *Mow' viewimmit Supporting Devices O O co 0 B. Install anchors per manufacturer's instructions for installation and minimum ,co w; spacing requirements. 9 co u. w O C. See Section 16050 - for equipment design. 2 g Q ' N d! p w spacing shall be used. Do not attach to bottom of web members of structural g, uj' v � ,O - III 0; CU ( DI N, O F' z 3.6 ATTACHMENT TO STRUCTURE A. For the installation of HDI drop -in anchor or "Kwik Bolts" for concrete and solid masonry construction, the manufacturer's procedure for installation and minimum 1. Wall Mounted Equipment: Equipment such as transformers, panelboards, and the like, shall be securely mounted in a manner to prevent dislodgement. 2. Racks: Racks for panelboards and similar equipment shall be attached securely to walls or columns, with legs resting on the floor or platform. Legs shall not be anchored to the floor. 3. Earthquake Resistant Devices: Devices shall be designed to resist strong horizontal and vertical movements and bolted to the equipment and to the floor, or movement- restraining field- fabricated devices covered with resilient materials to minimize impact loads shall be provided for equipment mounted on vibration dampers. Welding per AWS to Structural Steel: 1. For load bearing steel beams and columns, weld only to the web or longitudinally along the flange. Do not weld across the flange. 2. Use embedded angle iron in equipment pads and weld equipment to iron embed. C Use only "U" bolt type beam clamps. D. Toggle bolts are acceptable for light loads on hollow masonry walls. For heavy loads on hollow masonry walls, bracket wall with steel plates and through bolts. E. Use sheet metal screws or bolts for attachment to metal studs. RTA/CR 179 -00 16190 - 4 END OF SECTION 16190 Supporting Devices PART 1 - GENERAL 1.1 SECTION INCLUDES 1.3 SUBMITTALS PART 2 - PRODUCTS 2.1 GENERAL RTA/CR 179 -00 SECTION 16195 ELECTRICAL IDENTIFICATION A. Description: Work includes labels, nameplates, directories and coding. B. Contract Requirements: The General Conditions, Supplementary Conditions, and Division 1 apply to Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with all applicable city, county, and state codes and ordinances. In case of conflict with drawings or specifications, the codes and ordinances govern. 1. Basis: a. Uniform Building Code b. NFPA 70 c. Local Energy Code (enforced by AHJ) B. Product Equivalency: The term "or equivalent" is used in these specifications under "Acceptable Manufacturer" paragraphs. This term means that an alternative product is acceptable if it has the same performance, qualities, and characteristics of the specified product. The alternative product shall fulfill the utilitarian function without decrease in quality, durability, or longevity. Refer to paragraph "Standards of Quality" in Section 16010. A. General: Submit in accordance with Division 1 and the following: 1.4 SEQUENCING /SCHEDULING A. Phase in properly with A/E reviewed /accepted Construction Schedule. 1.5 ALTERNATIVES A. See Bid Form and Alternatives for possible effect on work of this section. A. Comply with "Quality Assurance" provisions, specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. 2.2 ACCEPTABLE MANUFACTURERS A. Listed manufacturers with products equivalent to specific product indicated (if any) are acceptable; A/E is sole judge of equivalency. 16195-1 Electrical Identification rt U 0 CO O WI N LL w 0 ` I— z �. I- 0 Z �r u i 9, CO ;O w w Hi z.� B. Non - listed manufacturers may be considered by the A/E if prior approval request is received in accordance with Division 1 and Section 16010. NE is final authority with respect to acceptability of substitutions. 2.3 BRANCH CIRCUIT PANELBOARD DIRECTORIES A. Provide neatly typed schedule under plastic jacket or protective cover to protect the schedule from damage or dirt. Number each single pole space, odd numbered circuits on left side or top, even on right side or bottom. Securely UJ CC 2 mount on inside face of panelboard door. When no cover, provide individual nameplates for each overcurrent and other device. Define briefly, but accurately, a :. nature of connected load (Le., Lighting Office, Receptacles, Mechanical /Electrical V 0; Room etc.) as approved and indicate panel name on schedule. Multiple circuits , co w to utilize first pole space number as its circuit number. w r! 1. Confirm room number with NE prior to noting on schedules. co u. 2. Spare circuit breakers and space positions shall be noted in pencil. w 0 B. Panel schedules and record drawing circuit numbers shall agree. g Q C. Specifically and differently identify circuits supplying emergency lighting units and i w ` life safety equipment. _, z I— D. Panel schedules on drawings must be corrected to suit as -built conditions. g w 2.4 NAMEPLATES D CI U O r= A. Materials: ,C) I-I 1. Provide nameplates construction of 1/16 inch thick plastic laminated = w ' material. Engrave through colored surface material to contrasting colored i v sublayer. O; 2. Receptacle labels to be self adhesive, 1/8 inch high letters on a clear jj z' background. Letter color to contrast with device plate color. Hand written 0 - labels are not acceptable. ~ O ~! z B. Provide Nameplates for the Following: 1. Equipment identification labels for all electrical equipment including, but not limited to, panelboards, disconnect switches, fixed equipment, etc. 2. GFCI "series protected" receptacles. 3. Receptacle labels for all receptacles. 4. Series rated equipment (A.I.C.) for both the upstream and downstream devices. C. Label sizes, label information, and mounting locations to be identical for similar types of equipment. 2.5 RACEWAYS, JUNCTION BOXES, PULL BOXES A. Identify medium voltage conduits within buildings and electrical rooms by painting full length. 1. Stenciling in 2 inch black letters. Stencil to be placed once in each room and at a minimum of every 50 feet. Place where convenient for tracing. Exception: Stencil not required if conduit does not exit room. 2. Stencil to include source equipment name, voltage, Toad equipment name. 3. Paint emergency systems red and normal systems yellow. RTA/CR 179 -00 16195-2 Electrical Identification B. Feeder and Branch Circuit Conduits: 1. No labeling required for raceways with readily identifiable terminations within the same or adjacent rooms. 2. For raceways exiting rooms with opposite end not conveniently identifiable, provide a dearly legible label on the conduit where it exits the equipment identifying load or source. 3. Use a black indelible marker and hand print label in a clear workman -like manner or use stencil and black paint. Applicable to spare and abandoned raceways. C. Color Scheme For Plastic Labels: PART 3 - EXECUTION 3.1 INSPECTION 3.2 PREPARATION RTA/CR 179 -00 System Label Lettering Color Color Identification Communication Data Black White "CID" Emergency Power and Control: Life Safety, Red Black "EM -LS ", "EM -CR ", Critical and Equipment "EM -EQ" Branches Normal Power and Control White Black 2.6 EMPTY CONDUITS A. Provide Iabels with description of purpose, and location of opposite end, on each end of conduits provided for future equipment or those abandoned as a result of this contract. Paper or plastic handwritten tags are permissible. Note accurately on as -built drawings. 2.7 FUSIBLE EQUIPMENT A. Identify fuse type and size on cover of equipment. 2.8 MISCELLANEOUS A. For miscellaneous signage (service location, remote disconnect, interlocked breakers, etc.) provide black -on- white, 3/8 inch letters. B. Identify fixtures with emergency ballasts with adhesive label. A. Verify installation conditions as satisfactory to receive work of this section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. A. Field Measurements: Field verify locations of new work prior to commencing work of this section. 16195 - 3 Electrical Identification MIVY s ki 6D' J U> O O . co O w 0' O O gi w ; , z f p ' O O N' i o � _ v% LLI Z' U N' 0• z B. Protect surrounding areas and surfaces to preclude damage from work of this section. 3.3 INSTALLATION/ APPLICATION /ERECTION /PERFORMANCE A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" provisions, specifications and Manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. 3.4 ATTACHMENT 3.6 ABBREVIATIONS RTA/CR 179 -00 Securely attach engraved labels and nameplates with screws, suitable epoxy cement or approved. Clean surfaces thoroughly before attaching all labels. Use solvent on device plates before attaching labels. (Without proper cleaning, labels will soon curl off.) Drill hole in nameplate and attach to motor flexible conduit with plastic ty -wrap. 3.5 TEMPORARY MARKINGS A. No temporary marking permitted on equipment. Remove all temporary marking where possible. Where markings cannot be removed, repaint trims, housing, etc., to cover markings. Refinish defaced finishes. A. Labeling abbreviations permitted only as approved. 16195-4 END OF SECTION 16195 Electrical Identification vi U 0 N 0i vw w; J Fi ( u.i LLi 0 IL < 1 W : Z H; U U ui 0 t`i ,W W` . IL -0 . • Z.., 0t PART 1 - GENERAL PART2- PRODUCTS 2.1 GENERAL RTA/CR 179 -00 SECTION 16420 TEMPORARY POWER 16420 - 1 1.1 SECTION INCLUDES D: W' A. Description: Work includes temporary light and power service for work under this n and all other contracts at the project site. Utility installation charges to be paid by -I v use charges to be paid by general contractor. v O ' contractor. Energy 9 P Y9 NO= ' COW B. Contract Requirements: The General Conditions, Supplementary Conditions, and Division 1 apply to Work in this section. y ii.i WO; 1.2 QUALITY ASSURANCE 2 ' A. Regulatory Requirements: Comply with all applicable city, county, and state CO d' codes and ordinances. In case of conflict with drawings or specifications, the W' codes and ordinances govern. z 1. Basis: a. Uniform Building Code O F- b. NFPA 70 11 311: c. OSHA d. WISHA B. Product Equivalency: The term "or equivalent" is used in these specifications under "Acceptable Manufacturer" paragraphs. This term means that an alternative product is acceptable if it has the same performance, qualities, and characteristics of the specified product. The alternative product shall fulfill the utilitarian function without decrease in quality, durability, or longevity. Refer to paragraph "Standards of Quality" in Section 16010. 1.3 SUBMITTALS A. General: Submit in accordance with Division 1 and the following: 1.4 SEQUENCING /SCHEDULING A. Phase in properly with A/E reviewed /accepted Construction Schedule. 1.5 ALTERNATIVES A. See Bid Form and Alternatives for possible effect on work of this section. A. Comply with "Quality Assurance" provisions, specifications, and Manufacturer's Data. Where these may be in conflict, the more stringent requirements govern. Temporary Power 2.2 TEMPORARY LIGHTING A. Per WISHA requirements. PART 3 - EXECUTION 3.1 INSPECTION A. Verify installation conditions as satisfactory to receive work of this section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 PREPARATION A. Field Measurements: Field verify locations of new work prior to commencing work of this section. Protect surrounding areas and surfaces to preclude damage from work of this section. 3.3 INSTALLATION/ APPLICATION /ERECTION /PERFORMANCE A. Install, apply, erect, and perform the work in accordance with "Quality Assurance" provisions, specifications and Manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. 3.4 INSPECTION A Verify installation conditions as satisfactory to receive work of this Section. Do not install until any unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.5 SERVICES A. All services to be maintained for duration of other trade's and Contractor's requirements. RTA/CR 179 -00 16420 - 2 END OF SECTION 16420 Temporary Power rL' w U CE N om; 9 u_ W0 Z !~z PI- w w D Cf V w = W ' LL 1 Z . WN . O ~ SECTION 1642x SERVICE ENTRANCE PART 1 - GENERAL 1.1 DESCRIPTION A. Provide permanent service entrance complete. B. Coordinate with utility and extend circuits from the interface point. Pay for all utility charges. 1.2 SHORT CIRCUIT FAULT DUTY A. Rate all equipment and circuitry for the available symmetrical fault current noted on the drawings. PART 2- PRODUCTS 2.1 SERVICE ENTRANCE EQUIPMENT A. (Overhead) Provide weatherhead and weatherproof meter base assembly complete with meterbases and circuit breaker service disconnects as shown on plans. B. (Underground) Provide raceways, conductors and metering per plans. PART 3 - EXECUTION 3.1 ARRANGEMENT A. Verify space available with equipment sizes and code required working clearances prior to submittal of shop drawings. Notify Engineer, prior to submission of shop drawings, if sufficient space has not been allowed. 3.2 METERING A. Provide meter bases and metering conductors per utility requirements. 3.3 GROUNDING A. Refer to Specification Section 16170. 3.4 WORK BY UTILITY A. Utility will provide: 1. Distribution system to site complete including transformers. 2. Meters. 3. Termination of service lateral conductors. 4. Current transformers. RTA/CR 179 -00 1642x - 1 Service Entrance 3.5 WORK BY CONTRACTOR RTA/CR 179 -00 1642x - 2 A. In accordance with utility company regulations and requirements. B. Contractor shall provide: 1. Primary distribution raceways, vaults, and transformer pads. 2. Raceway, trenching, backfilling. 3. Service entrance conductors from transformer to Service Entrance equipment. 4. Service entrance equipment. 5. Service ground. 6. Meter base. END OF SECTION 1642x Service Entrance SECTION 16470 PANELBOARDS PART 1 - GENERAL 1.1 DESCRIPTION A. Provide all panelboard equipment, complete; dead front type. B. Special requirements specified may not be standard manufacture. 1.2 SUBMITTALS A. Include catalog cut picturing style of panel and identify dimension of highest breaker from bottom of panel. B. Detailed information on hinged trim for specification compliance. C. Engineer may not review for detail information regarding lug sizes, feed location, cover type, etc. PART 2 - PRODUCTS 2.1 MANUFACTURER A. General Electric, Square D., Cutler - Hammer/Westinghouse, Challenger, Siemens. 2.2 PANELBOARDS TYPE A. Rated at proper voltage and current for intended use with bus bars of copper. 3 phase, 4 wire, 100 percent neutral, unless noted otherwise. Provide multiple Tugs where conductors in parallel or "feed through" are shown on the drawings. Provide with 200% neutral bussing on 208V panelboards when noted. B. Where "Space" is indicated for breakers, provide all busing and breaker mounting hardware in the panelboard, provide steel knockouts in dead front metal closure of unused part of panel. If any steel knockouts are removed, provide breakers in such spaces or approved coverplates. Open spaces not permitted. 2.3 CIRCUIT BREAKERS A. Mount breakers in all panelboards so that breaker handles operate in a horizontal plane. Bolt in type only (except Square D "I line "). Provide common trip on all multiple pole breakers. Main breakers may operate vertically. B. Trip ratings for breakers shall be stamped on handle. C. Where noted, provide spare breakers, complete for future connection of wiring circuits. Spaces shall be fully equipped for future breakers. RTA/CR 179 -00 16470 - 1 Panelboards D. Breakers noted "CL" on panel schedules shall be fuseless current limiting type. E. Coordinate with panel schedules for additional information. 2.4 CABINET FOR EACH PANELBOARD A. Shall have hinged trim, with flush, tight closing doors without play, when latched. 1 Latches with locks and operating mechanisms shall be of metal. Outer door ,. ,— z operation shall expose terminals and any normally covered information on circuit 2 , breakers. See drawing detail. U O B. Provide cabinet(s) of sufficient dimensions to allow for future expansion and to 0 1 addition of circuit breakers within the panelboards, clamp -on metering, and N W ' wiring. N LL C. Provide lock for each cabinet door. All electrical distribution equipment locks to WO . be keyed identically. u_Q D. Any exposed screws to be oval counter -sunk heads, finish hardware quality, with d! escutcheons or approved trim clamps. Clamps accessible only when door is w' open are acceptable, and required for flush panels. z' H- O_ E. Finish: Standard lacquer or enamel finish, gray or blue -gray in color. z ~ ' F. Provide ground bar as required for associated raceway grounds plus 25% spare. 0 N' Additional isolated ground bar is required where noted. 10 w w G. Provide flush mounting cover where noted on drawings. V, H H. Layout of equipment rooms based on noted depth of panels without mounting u. O' z hardware. Other depths permitted subject to NEC 4 foot working clearance. v N' F. I. Panelboard busing may be specified greater than main breaker or main switch. z Provide space as required for future change out of breaker to match bus size, or provide space for reverse feed breaker on busing. 2.5 SYSTEM OF IDENTIFICATION A. As shown on the Panel Schedules on the drawings. PART 3 - EXECUTION 3.1 GENERAL A. Top of cabinet and trim to be level. 1. Panels: Top of cabinet at 6' -6 ". RTA/CR 179 -00 B. Provide signage when cover exceeds 40 lbs.: "Warning: Cover Weight xx pounds." C. Provide 2 at 1 inch and 2 at 3/4 inch conduits into accessible ceiling space above flush mounted panelboards. 16470 - 2 Panelboards D. Provide oversize cans as may be required for aluminum feeders and terminations. E. Provide "Due seal" on raceways entering distribution panels /switchboards. F. Field modify breaker arrangement if required to locate branch breaker as close as possible to any surge protection device. RTA/CR 179 -00 16470 - 3 END OF SECTION 16470 Panelboards PART 1 - GENERAL 1.1 DESCRIPTION SECTION 16475 OVERCURRENT PROTECTIVE DEVICES A. Circuit breakers for use in panelboards, switchboards, and other enclosures. 1. Power Circuit Breakers: as specified in 16422. B. Fuses for use in power and control circuits. 1. Fuses. 2. Thermal overloads. PART 2 - PRODUCTS 2.1 GENERAL A. Provide molded case circuit breakers of thermal- magnetic or magnetic only type where indicated and specified. B. Type and size of OCP devices to suit any equipment nameplate or installation requirements. Coordinate with approved submittal data. 2.2 MATERIALS A. Circuit Breakers 1. Thermal /Magnetic Type UL Listed devices meeting NEMA Standards Publication No. AB1 -1975. Quick -make and quick -break type, with wiping contacts. Provided with arc chutes and individual trip mechanisms on each pole. Two and three pole breakers: Common trip. Handles permitted only on approval of samples. Trip -free with trip indication independent of the "ON" or "OFF" positions. Calibrated for operation in an ambient temperature of 40 C. Anti -turn solderless type terminals, UL Listed for both copper and aluminum cables. HACR rating for air conditioning and refrigeration equipment. Minimum 10,000 AIC at 120, 208, 240 volts; minimum 14,000 AIC at 277/480 volts. "Switching rated" circuit breakers for all 120 volt and 277 volt lighting circuits controlled at the panelboard. High interrupting capacity breakers as required by panel schedules and for fully rated /series rated combination of interrupting ratings. The RTA/CR 179 -00 16475-1 Overcurrent Protective Devices a�. la;l wi. asis�eti;+. i.....: �, inw, ucrt. , w+... a„ ai:: wiY�wts�: cucs . " <•a�.u... u. a.. >a.�>,•a »lU�:i47�s,Y+ini�iry�t • ,,. , • �u.. 1i4. 's^l.vtr..,uc.�tiiiwi•�d..Li! F.r;:a� rise .*.'.4.;SSewN+.4.'+:.w.ticC.1 �...u.�i.�r ,.a .x.,::: Contractor may substitute circuit breakers of lesser interrupting ratings provided they are used in a UL listed series rated combination and per the manufacturer's recommendation. Circuit breakers designated "G.F.C.I." equipped with integral Class A ground fault circuit interrupter set to trip on ground fault of five milli -amps or greater. 2. Magnetic -Only Type: For applications when indicated on drawings, with single magnetic adjustment to set all poles to same trip current. Adjustment continuous throughout adjustable trip range. 3. Current Limiting Type: Same as thermal magnetic except with non -fuse type current limiting. 4. Of same manufacturer of panels or switchboard when installed therein. 5. Designed for size and number of conductors of connecting feeder. Rated for 75 degrees C conductors for 60A and larger breakers. 6. Trip ratings shall be imprinted on handle or visible through dead front cover. 7. Molded case: for use as disconnect, with A.I.C. rating as noted, with instantaneous trip. B. Thermal overload elements: 1. Bi- metallic or eutectic alloy type. 2. Designed for equipment in which installed. C. Fuses: 1. Provide complete set of fuses for switches, switchgear, and control centers as required. Provide in -line or integrally mounted fuse clips on control power or low voltage transformers. a. Unless otherwise specifically required by a manufacturer's piece of equipment, provide Bussmann "Low Peak Yellow" fuses, or Littlefuse. b. Provide 10 percent spare fuses, but not less than three (3) of any one size and type. c. Spare Fuse Cabinet(s): Provide a spare fuse cabinet(s) as noted for the above required spare fuses. Cabinet front lock shall match panelboard equipment specified elsewhere in specification. Provide list of equipment and proper fuse size and type. 2. Provide power fuses for mechanical equipment furnished with fused disconnect switches, or fuse blocks. PART 3 - EXECUTION 3.1 GENERAL A. Install breakers in this section in switchboards, panelboards, motor control centers, combination motor starters, and individual enclosures, with trip ratings as shown. RTA/CR 179 -00 B. Identify overload element on selection chart of starter enclosures. 16475 - 2 Overcurrent Protective Devices 3.2 FUSES A. General 1. Fuses shall not be installed until equipment is ready to be energized. 2. Install fuses so current rating is visible from front when cover is open. Identify fuse type and size on cover with labels available from manufacturer. 3. Coordinate with equipment furnished by others for proper fuse type. 4. Where selecting and coordination is required on fused circuit paths utilize fuses of the same manufacturer. B. MAIN, FEEDER, AND BRANCH CIRCUIT FUSES 1. Circuits 601 through 6000 amperes. a. Protected by current - limiting Bussmann Low -Peak Time Delay Fuses KRP -C. Fuses shall be time -delay and shall hold 500% of rated current for a minimum of 4 seconds, clear 20 times rated current in .01 seconds or less, with an interrupting rating of 200,000 amperes RMS symmetrical. 2. Circuits 0 through 600 amperes. a. Protected by current limiting Bussmann Low -Peak Dual- Element Time Delay Fuses LPN -RK, LPS -RK, or LPJ as required or noted. The fuses shall hold 500% of rated current for a minimum of 10 seconds. b. Motor circuits - Where noted, all individual motor circuits with full - load ampere ratings (F.L.A.) of 480 amperes or less shall be protected by Bussmann Low -Peak Dual- Element Time -Delay Fuses LPN -RK, LPS -RK, or LPJ. The following guidelines apply for motors protected by properly sized overload relays: fuses for motors with a marked service factor not less than 1.15 shall be installed in ratings of 125% or motor full -load current (or next size larger if 125% does not correspond to a fuse size), except where high ambient temperatures prevail, or where the motor drives a heavy revolving part which cannot be brought up to full speed quickly, such as large fans. Under such conditions the fuse may be 150% to 175% of the motor full -load current. For all other motors, (such as 1.0 service factor motors) fuses shall be sized in ratings of 115% of the motor full load current (or next size larger if 115% does not correspond to a fuse size) except as noted above. c. Motor Controllers - Where noted, NEMA and IEC style motor controllers shall be protected from short- circuits by Bussmann Low - Peak Dual- Element Time -Delay fuses in order to provide testing agency- witnessed Type 2 coordination for the controller. This provides "no damage" protection for the controller, under low and high level fault conditions, as required by IEC Publication 947 -4. For IEC style controllers, the fuses shall be installed in ratings to coordinate with the overload relays, such that the relay /fuse curves cross over at 7 -10 times the IEC contactor current rating. C. SUPPLEMENTARY - LIGHTING FIXTURE PROTECTIVE FUSES 1. For fluorescent fixtures provide Bussmann GLR or GMF fuses in HLR holders. Size and type of fuse to be recommended by the fixture manufacturer. 2. Provide Bussmann KTK or FNQ fuse in HEB, HPF, or HPS holders for all other ballast - controlled lighting fixtures. RTA/CR 179 -00 16475-3 Overcurrent Protective Devices uroasy ... -.... IX 2 w. 6 v ' 00 : o CO ui w 0 D Z uj 0 0 ;' O co 0 1- H 0 U. 0 N = = F ; 3.3 THERMAL OVERLOADS A. Sized to suit motor /equipment installed. RTA/CR 179 -00 16475-4 END OF SECTION 16475 Overcurrent Protective Devices ' O . ;W a� n Df =i H O; W Wi 0 0 1- 111 } O? PART 1 - GENERAL 1.1 DESCRIPTION A. General building lighting. 1.2 SUBMITTALS A. Shop Drawings: Within 30 days of the contract award submit copies of shop drawings and product data for all lighting fixtures, to include, but not be limited to the following: 1. Manufacturer's dimensioned scale drawings showing in complete detail the fabrication of all lighting fixtures including overall and detail dimensions, finishes, pre - finishes, metal thickness, fabrication methods, support method, ballasts, sockets, type of shielding, reflectors, wiring sizes and insulation types, lenses, provisions for re- tamping, trim details and all other information to show compliance with the Contract Documents. 2. Installation instructions. RTA/CR 179 -00 SECTION 16500 LIGHTING B. Review (by Engineer) of light fixture submittals which indicate voltage or quantities shall not be considered to be approval of said voltage or quantities. Contractor shall verify voltage to be suitable for circuit to which connected and quantities to be as indicated on drawings. 1.3 LIGHTING FIXTURE SCHEDULE A. Refer to fixture schedule for information regarding conditions which may effect lighting equipment. B. Refer to drawing notes and details for possible additional information on installation. 1.4 LUMINAIRE VOLTAGE A. To match lighting circuit voltage serving the luminaire. PART 2 - PRODUCTS 2.1 LUMINAIRES A. Provide in accordance with Luminaire Schedule on drawings. All fixture and components will be UL listed or by another testing facility that is acceptable to local jurisdictions. B. Exterior Luminaires: UL listed for wet or damp locations as required. Constructed of corrosion resisting metal, (non- ferrous, aluminum or stainless steel) and in all cases suitable for outdoor service without tarnishing or other damage due to exposure. Gasketed for bug tight operation. 16500 - 1 t.11.4111 Lighting W • ` r te, Ui U O' W Hr CO O 2 =d H W: ia 2 Di U . m, - O Z 0 = i o Z , 2.2 SPECIAL PARTS A. Provide adapters, plates, brackets and anchors where required by construction features of the site to suitably mount and install luminaires and poles. All such appurtenances and mounting methods shall be reviewed by the Contractor prior to fabrication and installation. 2.3 CANOPY A. Provide for each luminaire or hanger except where luminaire conceals the outlet box directly without a canopy. 2.4 LAMPS A. Manufacture: Osram - Sylvania, Philips, General Electric or as listed specifically in Luminaire Schedule on the drawings. B. Provide for each luminaire in the exact number and type for which the luminaire is designed or as noted. C. Spare Lamps. Provide one case for each lamp type used on project. Turn over to owner and get signed receipt. D. Provide manufactures standard warranty. Warranty to include both parts and labor to replace defective lamps. 2.5 SOCKETS A. H.I.D. - Porcelain, mogul or medium base, pulse rated as required by luminaire. Keyed for all position oriented lamps. 2.6 HIGH INTENSITY DISCHARGE (HID) BALLASTS A. Provide Constant Wattage Auto transformer (CWA) ballasts for both high pressure sodium and metal halide applications. B. Ballasts to have "low noise" and /or "extra quite" sound rating designations. C. Power factor shall be a minimum of 0.90. D. Acceptable manufactures: Advance, Universal, Holophane. 2.7 EXTERIOR LIGHTING STANDARDS A. Contractor to supply all luminaires and /or hardware and accessories for a complete installation. Hardware is categorized as brackets, davit arms, tenons, wood poles, hand hole covers, and base components (refer to pole base detail on drawings). Luminaires and poles to withstand 100 mph steady wind rates with a 1.3 gust factor. B. RTA/CR 179 -00 Provide with each luminaire / pole combination a watertight insulating fuse and holder that is rated for the appropriate ampacity and voltage, accessible in hand hole of pole base. Fuses shall be the on hot circuit with the neutral not being fused. ,ice - L4 .wd w C. Install wood poles as indicated on plans and in accordance with the manufacturers recommendations. 16500 - 2 Lighting Vi , 0 O' to 4i W W v; . �W . Z �! 04 W W! V O iO N' = W. ht' • uj • .,z • 0 D. Install pole and fixture plumb, true and level. PART 3 EXECUTION 3.1 LAMPS A. Provide all new lamps delivered to project in original manufacturer's cartons. Factory prelamped HID fixtures are approved for use. Clean fixtures and replace damaged or faulty lamps and equipment to provide proper operation not more than 14 days prior to substantial completion. 3.2 BALLASTS A. Verify proper grounding, per code and fixture manufacturer's recommendations, for all HID ballasts. B. Trim lead wires to ballasts to minimum length. Do not coil excess in fixture or box. RTAICR 179 -00 16500 - 3 END OF SECTION 16500 Lighting ;NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS. CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT st; " s 1 kiiitler+,, * GEOTECHNICAL ENGINEERING STUDY TUKWILA COMMUTER RAIL STATION WEST VALLEY HIGHWAY AND STRANDER BOULEVARD TUKWILA, WASHINGTON F 1 LE E-8427 January 25, 1999 < Ajd tj. • • • " • '45 • — ''.'. IMMIO/111111131110111111MilialliaNMIZianght=adataila orremPairvAl z • }— z w ct 2 —J O 0 co 0 • w w w (:) g < co I a w z 1-0 z i- w w • 0 O ( I ) O F- W w I— IL 8 z P o f- GEOTECHNICAL ENGINEERING STUDY TUKWILA COMMUTER RAIL STATION WEST VALLEY HIGHWAY AND STRANDER BOULEVARD TUKWILA, WASHINGTON E -8427 January 25, 1999 PREPARED FOR SOUND TRANSIT C/O MBT ARCHITECTURE Scott D. Dinkelman, RPG Project Manager Kyle R. Campbell, P.E. Manager of Geotechnical Services f EXPIRES I let Ob Earth Consultants, Inc. 1805 - 136th Place Northeast, Suite 201 Bellevue, Washington 98005 (425) 643 -3780 1- 888 - 739 -6670 1 �.,.: ..Le�.a..x..w Co CD 0, W W': w 0 2 IL. Q 1--W I- o' Z W W 0 4 a v OF 'W w; Z if 1 .. z O Tzi 001 IN�RTANT INFORMATION'\ ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- face conditions than any other factor. As troublesome as subsurface problems can be, their frequency and extent have been lessened considerably in recent years, due in large measure to programs and publications of ASFE/ The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical- related delays, cost - overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT SPECIFIC FACTORS A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique set of project- specific factors. These typically include: the general nature of the structure involved, its size and configuration: the location of the structure on the site and its orientation; physical concomitants such as access roads, parking lots, and underground utilities, and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems, consult the geotechnical engineer to determine how any factors which change subsequent to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise, your geotechnical engineering report should not be used: • When the nature of the proposed structure is changed, for example, if an office building will be erected instead of a parking garage, or if a refriger- ated warehouse will be built instead of an unre- frigerated one: • when the size or configuration of the proposed structure is altered; • when the location or orientation of the proposed structure is modified; • when there is a change of ownership, or • for application to an adjacent site. Geotechnical engineers cannot accept responsibility for problems which may develop if they are not consulted after factors consid- ered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken, when they are taken. Data derived through sampling and sub- sequent laboratory testing are extrapolated by geo- technical engineers who then render an opinion about overall subsurface conditions,.their likely reaction to proposed construction activity, and appropriate founda- tion design. Even under optimal circumstances actual conditions may differ from those inferred to exist, because no geotechnical engineer, no matter how qualified, and no subsurface exploration program, no matter how comprehensive, can reveal what is hidden by earth, rock and time. The actual interface between mate- rials may be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated. but steps can be taken to help minimize their impact. For this reason. most experienced owners retain their geotechnical consultants through the construction stage, to iden- tify variances. conduct additional tests which may be needed, and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly - changing natural forces. Because a geotechnical engi- neering report is based on conditions which existed at the time of subsurface exploration, construction decisions should not be based on a geotechnical engineering report whose adequacy may Have been affected by time. Speak with the geo- technical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods. earthquakes or ground- water fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific needs of specific individuals. A report pre- pared for a consulting civil engineer may not be ade- quate for a construction contractor, or even some other consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use by any other persons for any purpose, or by the client for a different purpose, may result in problems. No indi- vidual other than the client should apply this report for its intended purpose without first conferring with the geotechnical engineer. No person should apply this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer. IV zz F re 00 (0 W ! u_ ua 0 ': u_ a -d ` I--w zF 1-0 � 0_ , 01- 1 ▪ U ' ▪ ` • O w 0 . 0 1— z MBT Architecture 100 Second Avenue, Suite 1770 Seattle, Washington 98104 — Attention: Mr. Don Nelson ij „� We are pleased to submit our report titled ” Geotechnical Engineering Study, Tukwila Commuter Rail Station, West Valley Highway and Strander Boulevard, Tukwila, Washington." w^t This report presents the results of our field.exploration, selective laboratory testing and engin- eering analyses. The purpose and scope of our study was outlined in our August 24, 1998 proposal. Based on the results of our study, it is our opinion the commuter rail station can be constructed generally as planned. The proposed covered platform areas and other lightly loaded buildings may be supported on conventional spread and continuous footing foundation systems bearing on at least two feet of structural fill. Grades in the platform areas will need to be raised by seven to ten feet. We estimate the weight of this fill will induce two to three inches of settlement in the underlying compressible soils. Due to the proximity of the platform to the existing railroad, there will be some settlement of the existing tracks. As such, leveling of the tracks after completion of the settlement period will likely be necessary. Detailed recommendations for these and other geotechnical issues related to the proposed commuter rail station are presented in the attached study. j We appreciate this opportunity to have been of service to you on this phase of this project and look forward continuing to work with you as we prepare the final geotechnical { engineering study. If you have any questions, or if we can be of further assistance, please call. • 41Z1 January 25, 1999 E -8427 Dear Mr. Nelson: Respectfully submitted, EARTH CONSULTANTS, INC. Kyle R. Campbell, P.E. Manager of Geotechnical Services Earth Consultants Inc. Geotechnical Engineers. Geologists & Environmental Scientists SDD /KRC/bkm 1805 - 136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643-3780 FAX (425) 746-0860 Toll Free (888) 739-6670 re W -J U O N 0 CO W L w o 2 g Q = d; I LLI U IO N i 14.1•1 w • w 0 z INTRODUCTION 1 General 1 Project Description 1 SITE CONDITIONS 2 Surface 2 Subsurface Conditions 3 Groundwater 4 r pp Laboratory Testing 4 DISCUSSION AND RECOMMENDATIONS 5 General 5 Site Preparation and General Earthwork 6 Fill Slope Placement 8 Platform Fill and Settlement Monitoring 8 Conventional Foundations 10 Seismic Design Considerations 11 Excavations and Slopes 12 Site Drainage 13 Utility Support and Backfill 13 Surface Level Parking Areas 14 Subgrade Preparation 15 LIMITATIONS Additional Services APPENDICES Appendix A Appendix B ILLUSTRATIONS Plate 1 Plate 2 Plate 3 Plate 4 Plate 5 Plate 6 Plate Al Plates A2 through A9 Plate A10 through A22 Plates B1 through B3 Plate B4 TABLE OF CONTENTS E -8427 Field Exploration Laboratory Test Results Vicinity Map Boring Location Plan Slope Fill Placement Settlement Monitor Detail Typical Footing Subdrain Detail Utility Trench Backfill Detail Legend Boring Log Test Pit Logs Grain Size Analyses Atterberg Limits Test Data Earth Consultants, Inc. PA E 16 16 z W , 00. W = W 0 ` J u. z � W 2 m 0 o ►— ' W W; z Iii 0 =` 0 ~: Z ... General Project Descriotion We understand it is planned to construct a commuter rail station at the subject site as part of the Sound Transit rail transit system. The station will use the existing north and southbound Burlington Northern Santa Fe Railroad (BNSFRR) tracks. The station would consist of raised platforms for loading and unloading passengers and include surface level parking and bus drive areas. At the time our study was performed, the site, existing rail line, proposed platform and parking locations along with our exploration locations were approximately as shown on Plate 2, Boring and Test Pit Location plan.. The raised platforms will be located on the east and west sides of the tracks. The platforms will be level with the existing tracks, which will require raising grades by seven to ten feet adjacent to the existing tracks. The fill placed for the platform will slope down to natural grade or will be laterally supported by concrete retaining walls. The platforms will include relatively lightly loaded covered shelter areas. Loads on the platforms are estimated to be one hundred (100) pounds per square foot. Surface level parking will be provided for passenger vehicles and busses on the west side of the existing railroad tracks. The surface level parking will be at or near existing site grades which are situated about eight to ten feet below the level of the existing tracks. Access to the platforms will be provided by stairs and ramps. We anticipate the surface level parking will be asphalt paved, with traffic primarily consisting of passenger vehicles and occasional service trucks. GEOTECHNICAL ENGINEERING STUDY TUKWILA COMMUTER RAIL STATION WEST VALLEY HIGHWAY AND STRANDER BOULEVARD TUKWILA, WASHINGTON E -8427 INTRODUCTION This report presents the results of the geotechnical engineering study completed by Earth Consultants, Inc. (ECI) for the proposed Tukwila Commuter Rail Station, West Valley Highway and Strander Boulevard, Tukwila, Washington. We previously prepared a preliminary geotechnical engineering study for this project. The preliminary study was prepared prior to conducting any subsurface exploration. The purpose of this study was to explore the subsurface conditions at the site and, based on the conditions encountered, to develop geotechnical recommendations for the proposed site development. w , 6 U O uj CO w w q g Q ' I0 - uj CO CI _w V '; u. - 0 j i z U =. 0 � z GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 2 At the north end of the station, it is planned to provide bus and "kiss and ride" loading areas and a plaza. The loading and plaza areas will be constructed near existing grades. Traffic Toads in the bus loading area will consist of frequent, slow- moving and turning heavily loaded busses. As such, we anticipate the loading and drive areas will be surfaced with a concrete paving section. In the plaza area, a single -story communications building and support facilities are planned. We anticipate these buildings will be of relatively lightly - loaded steel -stud or wood -frame construction with slab -on -grade floors. Based on our experience with this type of construction, we estimate wall loads will be two to three kips per lineal foot with floor Toads of one hundred fifty (150) pounds per square foot, and column loads of eighty (80) to one hundred (100) kips. The conclusions and recommendations in this study are based on our understanding of the proposed rail station which is in turn based on the preliminary information provided us. If the above project description is incorrect or the project information changes, we should be consulted to review the recommendations contained in this study and make modifications, if needed. Changes in the project can also be incorporated into the final geotechnical engineering study. Surface SITE CONDITIONS The proposed Tukwila Commuter Rail Station is located north and east of the intersection of Strander Boulevard and West Valley Highway. The study area is bound to the north by Longacres Way and single -story Tight manufacturing buildings, to the west by the Union Pacific Railroad right -of -way, retail buildings and multi -story hotels, to the south by undeveloped land and to the east by the former Longacres Horse Racing Track. Most of the study area is relatively level, with less than about five feet of elevation change across the length of the proposed parking area. However, the existing Burlington - Northern Santa -Fe Railroad (BNSFRR) tracks are supported on an embankment of fill about eight to ten feet above the level of the valley floor and the planned parking, plaza and bus loading areas. Fill appears to have been recently placed across most of the study area. Earth Consultants. Inc. Subsurface Conditions Subsurface conditions were evaluated by excavating thirteen (13) test pits and drilling six , ; borings at the approximate locations shown on Plate 2. Please refer to the Boring Logs, Plates A2 through A9 and the Test Pit Logs, Plates Al 0 through A22 for a more detailed description of the conditions encountered at each location explored. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsur- face conditions encountered. GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 3 The site is sparsely vegetated with grass and large maple trees. Most of the site has been recently graded and consists of bare soil. Our test pits were excavated in the parking and loading areas. The test pits indicate these areas are underlain by one to six feet of existing fill. The fill consists of silty gravel (Unified Soil Classification GM), silty sand with gravel (SM) and sandy silt (ML). The fill was typically medium dense to dense and was characterized by its consistency and the presence of trace amounts of organic debris. Underlying the fill in our test pits, we encountered alluvial soils primarily comprised of gradationally interbedded silty sand (SM) and sandy silt (ML). The alluvial deposits were loose and moist to wet. Our borings were drilled adjacent to the BNSFRR alignment embankment. Three borings were drilled on each side of the existing embankment. At the boring locations, we encountered very loose to loose alluvium consisting of interbedded silty sand and sandy silt (SM and ML, respectively). Peat stringers were encountered within the silt deposit. The silt had a natural moisture content of 30 to 86 percent, indicating it is moderately compressible. At about twenty (20) feet below grade, the alluvium deposit graded to a poorly graded sand with silt (SP -SM). The poorly graded sand deposit was medium dense and was encountered to the maximum depth explored - thirty -five (35) feet below grade. Based on our experience in this area, these deposits likely extend to a depth of seventy (70) to eighty (80) feet below grade and are underlain by siltstone bedrock. Earth Consultant, Ina. LU C6 D U UO CO O w 0 : Li. a - ' v w F_ o w ? o CI w W u. Z 161 I t z Groundwater seepage was encountered in all of our borings and all but three of our test pits. j The seepage level ranged from four to ten feet below grade. Our borings and test pits did not allow for monitoring of groundwater levels; however, based on our experience in this area, we anticipate the seepage encountered reflects the local groundwater table encountered at al our exploration locations for this area and this time of year. Although seepage was not observed in three of the test pits, seepage may have developed if the test pits had been open i ' r for a longer period. With the relatively shallow groundwater table, we anticipate seepage will 1 be encountered in site excavations, especially utility excavations. Groundwater Laboratory Testing GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 4 The contractor should be aware of the groundwater conditions and that the groundwater level is not static. There will be fluctuations in the level depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher and seepage rate is greater in the wetter winter months (typically October through May). Laboratory tests were conducted on several representative soil samples to verify or modify the field soil classification and to evaluate the general physical properties and engineering characteristics of the soil encountered. Visual field classifications were supplemented by Atterberg limit tests and grain size analyses on representative soil samples. Moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual test pit and boring logs or on a separate data sheet contained in Appendix B. It is important to note that these test results may not accurately represent the overall in -situ soil conditions. Our geotechnical recommendations are based on our interpretation of these test results and their use in guiding our engineering judgment. ECI cannot be responsible for the interpretation of these data by others. In accordance with our Standard Fee Schedule and General Conditions, the soil samples for this project will be discarded after a period of fifteen days following completion of this report unless we are otherwise directed in writing. Earth Consultants, Inc. :_ U1 . co 0 w = J 1—, al O -J u.a u) d 1 LU z F 'j z o ill LIJ 0 0 : O N i0 1 W W: 0 ii U� 0 I 1 • Z GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 5 General DISCUSSION AND RECOMMENDATIONS Based on the results of our study, it is our opinion the commuter rail station can be constructed generally as planned. The principal geotechnical issues which will need to be addressed for the proposed station are the potential for settlement of the existing rail line which will be induced by the fill placed to raise the platform areas, providing adequate support for the covered platform and parking areas and providing a stable pavement subgrade. In order to construct the station platforms at the level of the existing tracks, seven to ten feet of structural fill will need to be placed. Depending on the type of soil used, this fill will induce a potential stress increase of about 1,200 pounds per square foot (psf) and will surcharge the underlying moderately compressible soils. We estimate settlement induced by the weight of this fill could be on the order of one to three inches. The settlement induced by the fill should be monitored and when the settlement ceases or the anticipated future settlement is considered with tolerable limits, construction of the platforms may begin. Based on our experience in this area, we estimate a settlement period of six to eight weeks. Due to the proximity of the fill to the existing rail line, it is likely there will be some settlement of the existing tracks. This may require leveling of the tracks after completion of the fill induced settlement. Alternatively, the platforms could be structurally supported. We estimate a structurally supported platform would require a pile foundation. We can provide pile recommendations if this alternative is pursued. In our opinion, lightly loaded structures such as the covered station platforms and service buildings may be supported on conventional spread footing foundation systems. In order to provide adequate bearing support and mitigate the potential for settlement, conventional foundations should be supported on at least two feet of structural fill. In order to provide adequate support for asphalt and concrete paved surface parking and drive areas, it will be necessary to provide a stable pavement subgrade. In order to accomplish this, the upper twelve inches of the subgrade soils should be compacted in -place to the requirements of structural fill and be in a firm and non - yielding condition. Earth Consultants, Inc. r4 2 c.)O w = W O '. J u. co d ; LIJ z�. Z .off' v ? _ Z • OH " Z GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 6 This study has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of the -- profession currently practicing under similar conditions in this area for the exclusive use of j MBT Architects and their representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Site Preparation and General Earthwork At the time this study was prepared, the final grading plans were not available. However, we anticipate the site will be mass graded. Earthwork operations will consist of clearing and stripping the site followed by making the cuts and fills needed to achieve construction subgrade elevations. Underground utilities will then be installed. Building and pavement areas and areas to receive structural fill should be stripped and cleared of existing structures surface vegetation, organic matter and other deleterious material. Existing underground utilities to be abandoned should be removed so they do not provide a conduit for water and cause soil saturation and stability problems. The ground surface where structural fill, foundations, or slabs are to be placed should be observed by a representative of ECI and proofrolled in order to identify soft or unstable areas. Soil in loose or soft areas, if recompacted and still yielding, should be overexcavated and replaced with structural fill to a depth that will provide a stable base beneath the general structural fill. The optional use of a geotextile fabric placed directly on the overexcavated surface may help to bridge unstable areas. For this application, Mirafi 600X or an approved equivalent should be used. Structural fill is defined as compacted fill placed under buildings, roadways, slabs, pavements, or other load- bearing areas. Structural fill under floor slabs and footings should be placed in horizontal lifts not exceeding twelve (12) inches in loose thickness and compacted to a minimum of 90 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation D -1557 (Modified Proctor). The fill materials should be placed at or near their optimum moisture content. Fill under pavements and walks should also be placed in horizontal lifts and compacted to 90 percent of maximum density except for the top twelve (12) inches which should be compacted to 95 percent of maximum density. Earth Consultants, Inc. nM+9L:a;: During dry weather, most soils which are compactible and non - organic can be used as structural fill. Based on our laboratory tests, the site soils at the time of our exploration appear to above optimum moisture content. These soils may be used as structural fill, provided grading operations are conducted during dry weather and there is sufficient time in the construction schedule to allow for "drying back" the soils to near optimum moisture conditions. The site soils are also relatively fine - grained and will degrade rapidly if exposed to excessive moisture and construction traffic. Compaction and grading will be difficult if the soil moisture increases significantly above its optimum condition. If the site soils are exposed to moisture and cannot be adequately compacted then it may be necessary to import a soil which can be compacted. During dry weather, any non - organic, compactible soil with a maximum grain size of six inches can be used. Fill for use during wet , weather should meet the following gradational specifications: GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 7 Sieve Size Percent Passing Maximum Size 6" 1" 90 - 100 1/2" 65 - 100 #4 50 - 100 #10 30 - 60 #40 0 - 30 #100 0- 10 #200 0 - 5 It should be noted that other materials not meeting these specifications may be suitable for use as a wet weather structural fill. Therefore, representative sample or samples of the planned structural fill should be submitted for approval prior to use on the project. Additionally, during construction, production samples of the structural fill should be obtained and tested to verify uniformity and compliance with specifications. A contingency should be included in the earthwork budget for importing structural fill meeting these requirements. Earth Consultants, Inc. Fill Slope Placement The fill placed to build up the platform areas will need to be placed on the existing embankment slopes. In order to place fill on a sloping grade, it is necessary to key and bench the fill to into the slope and provide a horizontal surface to support the fill. This process should consist of excavating a keyway at the toe of the planned fill. The keyway should have a width of about six to eight feet and depth of two feet into competent soil. The embankment slope above the keyway should then be cut into a series of horizontal to slightly inward sloping benches. Typically, the benches are excavated with a small bulldozer as the fill is brought up. The width of the benches will be dependent with the gradient of the slope. GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 8 Plate 3, Slope Fill Placement, schematically shows the keyway and benches. Platform Fill and Settlement Monitoring Seven to ten feet of structural fill will need to be placed in order to achieve construction subgrade levels in the platform areas. The weight of this fill will induce a stress increase on the order of 1,200 psf and induce settlement of the underlying moderately compressible soils. Due to the proximity of the platforms to the existing railroad tracks, there will be a corresponding amount of settlement in the existing tracks, which may require leveling of the existing tracks after completion of the settlement period. The settlement induced by the platform fill should be monitored and when the settlement ceases or the anticipated future settlement is considered to be within tolerable limits, construction of the platforms may commence. Based on our experience in this area, we estimate a settlement period of six to eight weeks will be necessary. The actual settlement period will be dependent upon settlement readings. If a shorter settlement period is needed, a surcharge could be used. A surcharge would consist of placing fill above the construction subgrade elevation in order to apply more weight to the compressible soils and increase the rate of settlement. In order to fully preload the platform area, the platform fill should be extended at least five feet beyond the limits of the platform and should include stairways and ramp areas. The side slopes of the platform fill should be inclined no steeper than 1 H:1 V. The fill should also be extended at least twenty (20) in the direction of the future track expansion. Earth Consultants, Inc. re o O CO 0 U) I ' —J U) w O g a N d w . z �. 1-0 z F- tu U 0 N 0 F— w IV ; -~ _ z I= I 0 z i In order to verify the actual settlement induced by the fills, a monitoring program should be performed. The monitoring program should include setting settlement monitors on the existing site subgrade before the fill is placed, monitoring them through completion of fill placement, continuing until settlements cease or the anticipated future settlements are considered to be within tolerable limits. More specific details of this program are presented below: 2 • Settlement markers should be placed on the existing subgrade before any fill is placed. g a ' At least five settlement markers should be placed in each building area. ECI can supply rn d — I and install these markers. (A typical detail is provided on Plate 4). 1-- _ • A baseline reading is obtained on each marker and is referenced to a temporary 1-- o benchmark located on a feature that will be unaffected by the fill- induced settlements. 11J w U0 O - o � w W '` • ;. • Once the p complete, 9 fill o eration is com lete, readin s are obtained on a periodic basis, typically w LI- Z' I- weekly, until the settlement ceases or the anticipated future settlement is judged to be P I within tolerable limits. o z GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 9 • The surcharge fill is then placed. Settlement readings are taken at relatively short intervals during this process, since this phase generates relatively large and rapid settlement. • Each set of settlement readings are plotted graphically against time to determine the magnitude and rate of settlement, and are matched against the predicted magnitudes and rates to verify the accuracy of earlier estimates and to make appropriate modifications. The settlement induced by the fill should be about the same magnitude as the estimated settlements. A smaller settlement than estimated should be interpreted as that the soils have been preconsolidated and soil conditions are better than anticipated. Conversely, a larger settlement than estimated could be interpreted that the soil conditions are worse than anticipated, and that additional time and measurements should be taken to obtain satisfactory results. ECI should be retained to acquire the settlement readings. If another organization is used to collect the data, measurements should be provided to us as quickly after their acquisition as possible for plotting and interpretation. This will help avoid misinterpretation or misunderstanding regarding the success of the monitoring program. Earth Consultants, Inc. w o GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 10 In order to provide accurate settlement readings, the settlement monitors must be maintained. In our experience, earthwork equipment (dozers and trucks) often demolish markers at a very high rate. This adds to the project costs in that they need to be replaced and it makes the information obtained less reliable. To avoid this, the project specifications should include a requirement that the earthwork contractor is required to immediately replace damaged settlement marker and have the settlement readings re- obtained at his own cost. This requirement makes the earthwork contractor more conscious of the importance of the monitoring program and will aid in maintaining the integrity of the program. Conventional Foundations Conventional spread and continuous footing foundation systems may be used for platforms, covered shelters and support buildings. Due to the loose condition of the near surface soils, conventional foundations should be supported on at least two feet of structural fill. This will require overexcavating the foundation bearing soils to a depth of at least two feet below foundation subgrade elevation and then backfilling the overexcavation with structural fill. The width of the overexcavation should be at least one half the overexcavation depth. For example, assuming a two foot wide footing and two foot overexcavation depth, the overexcavation width would be four feet. The covered shelters on the platform, may be supported on the structural fill required to achieve the platform construction grade elevation. With foundation support obtained as described, for design, an allowable bearing capacity of two thousand five hundred (2,500) psf for structural fill can be used. Loading of this magnitude would be provided with a theoretical factor -of- safety in excess of three against actual shear failure. For short-term dynamic loading conditions, a one -third increase in the above allowable bearing capacities can be used. Continuous and individual spread footings should have minimum widths of eighteen (18) and twenty -four (24) inches, respectively. For frost protection considerations, exterior foundation elements should be placed at a minimum depth of eighteen (18) inches below final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth of eighteen (18) inches. For the above design criteria, estimated settlements of foundations should be one inch or Tess. Differential settlements are estimated to be on the order of one half inch. Most of the settlement should occur during construction as the dead loads are applied. Earth Consultants, Inc. z w U O ; w = w O` 2 u. : iI . Z F 2 uj O co C1 I-- ww H r- u. 0 ui z Arpt O z GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 11 Horizontal Toads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face of the buried portion of the foundation. For the latter, the foundation must be poured "neat" against the competent native soils or backfilled with structural fill. For frictional capacity, a coefficient of .35 can be used. For passive earth pressure, the available resistance can be computed using an equivalent fluid pressure of three hundred (300) pcf. These lateral resistance values are allowable values, a factor -of- safety of 1.5 has been included. As movement of the foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not acceptable. Seismic Design Considerations The Puget Lowland is classified as a Seismic Zone 3 in the 1997 Uniform Building Code (UBC). Earthquakes occur in the Puget Lowland with regularity, however, the majority of these events are of such low magnitude they are not felt without instruments. Large earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area and the 1965, 6.5 magnitude earthquake in the Midway area. There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, and ground motion response. Ground Rupture: The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from thirty (30) to fifty -five (55) miles. Surface faulting from these deep events has not been documented to date. Therefore, it is our opinion that the risk of ground rupture at this site during a strong motion seismic event is negligible. Liquefaction: Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Groundshaking of sufficient duration results in the loss of grain to grain contact and rapid increase in pore water pressure, causing the soil to behave as a fluid. To have a potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally sand and silt); it must be loose; it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and /or differential settlement for structures founded in the liquefying soils. Earth Consultants, Inc. oc ILI v0 w= w0 2 g Q a 1— 0 !. Z w w D o° 0 co 0 IF- w uj ca r 0 4 i Z ', 0 0 z In our opinion, the potential for widespread liquefaction induced settlement at this site is moderate. There may be localized areas of liquefaction induced settlement. We estimate the settlement of structures founded on two feet of structural fill and located ten (10) to twenty (20) feet above the liquefiable soils would be on the order of the previously discussed values for construction and post- construction settlement. Ground Motion Response: The 1997 UBC seismic design section provides a series of soil profile types that are used as a basis for seismic design of structures. Based on the encountered soil conditions, it is our opinion that soil type SE, Soft Soil Profile, from Table 16 -J should be used for design. GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 12 Excavations and Slopes The following information is provided solely as a service to our client. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. In no case should excavation slopes be greater than the limits specified in local, state (WISHA) and Federal (OSHA) safety regulations. Based on the information obtained from our field exploration and laboratory testing, the predominate site soils would be classified as Type C by OSHA/WISHA. Temporary cuts greater than four feet in height in Type C soils should be sloped at an inclination of 1.5H:1 V. If slopes of this inclination, or flatter, cannot be constructed, temporary shoring may be necessary. Shoring will help protect against slope or excavation collapse, and will provide protection to workers in the excavation. If temporary shoring is required, we will be available to provide shoring design criteria. Permanent cut and fill slopes should be inclined no steeper than 2H:1 V. Cut slopes should be observed by ECI during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. In any case, water should not be allowed to flow uncontrolled over the top of slopes. Permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. Earth Consuhants, Inc. Ul _10 O O` 0 c) w = J 1- CO w w 0 g Q' CO _ : z � I- o w ►-!. o - (3 I-' w ui _ O .. o z 1 Site Drainage _ v Uo Groundwater was encountered in our borings and test pits at depths ranging from four to nine ° co w feet below grade. As such, we anticipate groundwater seepage will be encountered in site la I ' w excavations, especially deep excavations such as for underground utilities. `) o . If seepage is encountered in foundation or grade beam excavations during construction, the ga 5 ': bottom of the excavation should be sloped to one or more shallow sump pit locations. The co � ; c ollected water can then be pumped from these pits to a positive and permanent discharge, = w ' such as a nearby storm drain. Depending on the magnitude of such seepage, it may also be z 1_, necessary to interconnect the sump pits by a system of connector trenches. The appropriate Z o, locations of subsurface drains, if needed, should be established during grading operations by w w ' ECI's representative at which time the seepage areas, if present, may be more clear defined. D o 0 N, During construction, the site must be graded such that surface water is directed off the site. W _ Water must not be allowed to stand in area where buildings, slabs or pavements are to be _ 0 ` 1- constructed. Loose surfaces should be sealed at night by compacting the surface to reduce u.1 the potential for moisture infiltration into the soils. Final site grades must allow for drainage I ii z away from buildings. The ground should be sloped at a gradient of three percent for a o distance of at least ten feet away from the buildings, except in paved areas, which can be z 1 sloped at a gradient of two percent. GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 13 Footing drains should be installed around the perimeters of buildings, at or just below the footing with a gradient sufficient to initiate flow. A typical detail is provided on Plate 5. Under no circumstances should roof downspout drain lines be connected to the footing drain system. Roof downspouts must be separately tightlined to discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the footing drain and downspout tightline systems. Utility Support and Backfill The site soils should generally provide adequate support for utilities. However, the loose condition of some of the soils and the potential for a relatively high groundwater table may result in de- stabilizing of the trench bottom as the trench is excavated. Where loose soils or heavy groundwater seepage is encountered, remedial measures such as overexcavating soft soils or tamping quarry spells into the trench bottom may be required. In addition, caving of trench walls should be anticipated where the trenches encounter groundwater. R Earth Consultants, Inc. "4rtWn'.!"t • Two inches of AC over four inches of asphalt treated base (ATB) material. GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 14 z rW . Utility trench backfill is a primary concern in reducing the potential for settlement along utility - Dt alignments, particularly in pavement areas. It is important that each section of utility line be i o adequately supported in the bedding material. The material should be hand tamped to ensure w support is provided around the pipe haunches. Fill should be carefully placed and hand LIJ i. tamped to about twelve inches above the crown of the pipe before heavy compaction N u. equipment is brought into use. The remainder of the trench backfill should be placed in lifts 2 o having a loose thickness of less than twelve inches. A typical trench backfill section and g compaction requirements for load supporting and non -load supporting areas is presented on '_ a co 3 Plate 6. = w ' ►- z Surface Level Parking Areas Z o o We anticipate the subgrade conditions in parking and drive areas will consist of the existing 2 '. silty sand and sandy silt fill underlying most of the site. Our experience suggests these soils o on can provide adequate support for pavements, provided they are compacted to the o requirements of structural fill and yielding areas are overexcavated and replaced as discussed Two below. For our design, we assumed a California Bearing Ratio (CBR) for the site soils of 15. -' The ass med CBR values should `:e verified during construction as the actual subgrade soils — o are expOied. (.0 We anticipate two distinct traffic loadings for the pavements in the project area. The parking z ` and passenger vehicle drive areas will be subjected primarily to light automobile traffic. The bus Toad and "kiss and ride" loading areas will be subjected to heavy, slow moving bus traffic and a relatively high volume of automobile traffic. At the time of this study, traffic volumes were not available. For our design, we assumed an average annual daily traffic value of 4,000 and assumed 10 percent of the traffic would consist of buses and two percent would consist of trucks. A growth rate of five percent and 20 -year design life was used. Our pavement design was performed using the AASHTO pavement design method. The design should be verified when actual traffic values are available. In our opinion, the parking lots and minor driveways subjected to automobile traffic be paved with the following section: • Two inches of asphalt concrete (AC) over six inches of crushed rock base (CRB) material, or Earth Consuhants, Inc. .•"� • Six inches of Portland Concrete Cement (PCC) over twelve (12) inches of crushed rock GEOTECHNICAL ENGINEERING STUDY MBT Architecture January 25, 1999 The primary drives and the bus and "kiss and ride" areas should be paved with the following section: base, or • Three inches of AC over six inches of ATB. • Three inches of AC over four inches of CRB. In areas subjected to bus traffic, the PCC pavement section will perform better than the asphalt sections. The PCC should have a minimum twenty -eight (28) day compressive strength of two thousand (2,000) pounds per square inch (psi). Joints between asphalt and concrete pavements should be sealed using a flexible membrane. Subgrade Preparation The performance of site pavements will be related in part to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, the subgrade should be treated and prepared as described in the Site Preparation and General Earthwork section of this report. Areas to be paved should be stripped of existing vegetation, topsoil and organic material. The subgrade should then be scarified, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of the maximum dry density (per ASTM D- 1557). The subgrade soils should then be proofrolled using a fully loaded dump truck. Areas of the subgrade which pump or deform should be overexcavated and replaced with structural fill. It may be necessary to use a woven geotextile fabric, such as Mirafi 600X to stabilized portions of the subgrade. Cement treatment is also an option for stabilizing the subgrade. The aggregate base should be placed in thin, loose lifts, moisture conditioned to within 2 percent of optimum moisture content and be compacted to at least 95 percent maximum dry density per the Modified Proctor. Pavement materials should conform to WSDOT specifications. The use of a Class B asphalt mix is suggested. Earth Consuttants. Inc. tePt E -8427 Page 15 to AtAtik:A re 2 E z 00 .C3: uJ J w 0 v I- Ili Z o' w � , o= ' LI 0 ii i Z U N', z • _.1 GEOTECHNICAL ENGINEERING STUDY MBT Architecture E -8427 January 25, 1999 Page 16 A representative from ECI should be present during the pavement preparation and paving operations to observed proofrolling and perform density testing on the subgrade soils, base course and asphalt concrete. Our recommendations and conclusions are based on the site materials observed, selective laboratory testing and engineering analyses, the design information provided us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based upon the data obtained from the borings and test pits. Soil and groundwater conditions between borings and test pits may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Additional Services As the geotechnical engineer of record, ECI should be retained to perform a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. ECI should also be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. We do not accept responsibility for the performance of the foundation or earthwork unless we are retained to review the construction drawings and specifications, and to provide construction observation and testing services. LIMITATIONS Earth Consultant., Inc. ILI ix 2 JU UO CA ° cn w ; Ili O — L co 3 = w ' Z I- o , Z ~' 0 Iw W U ( II O : w Z ' U= o z Drwn. GLS Date Dec. '98 Proj. No. 8427 Checked WRJ Date 12/28/98 Plate 1 Reference: King County / Map 655 By Thomas Brothers Maps Dated 1999 NOTE: This plate contains areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Earth Consultants, inc. Geotechnical Engineers, Geologists & Environmental Scientists Vicinity Map Sound Transit Commuter Rail Tukwila Station Tukwila, Washington 1 ITP -10 TP -11 TP- Paved Parking Area B -3 TP -31 Bus ions Puget Power Future Light Rail Station H 1 C sowi • r1 11 1 I- - 1 � _I Union Pacific Railroad Paved Parking Area nn I _ — l I u _ lJ ITP -5 TTP -7 -.I —.— Burlington Northern 8 Santa Fs Railroad _. Fula PlaHorm €xtsnaio2 _ _ _ Future le rm )(tension _I I _ 1 t _ 1 1 I I -1 1. Future Pedestrian Tunnel Reference: Site Plan Drawing No. A -2 1.4 By MBT Architecture Dated 10/22/98 rC.11. /:r;:I IMF S ?.h :d f d:,.i�diY If) �,. ✓i!'_.ti., ••a \1:1 1 I I 1 I 1 . 1_ _I I t, ` 1 1— _I - -- 1 -- ,+xif� 'iw` ri+MSI'Y' Dom, GLS Date Dec. '98 Prof. No. 8427 Checked WRJ Date 12/28/98 Plate 2 I I I ailroad ,0 O �TP -11 TP-12111 I TP-4 Paved Parking Arse - t - 0 0 �• .m, �stin�ioQ qm r ice IF I t - I one on 1 1 Future Pedestrian Tunnel __ B -3 TP- 1 Reference: Site Plan Drawing No. A -2 By MBT Architecture Dated 10/22/98 i I ,1 I 1 I Bus Zone — Fulmer Light Rail Station 1 Rst. Pond —. JI r Approximate Scale 0 100 200 I I B -1 4_ LEGEND Subject Site Future Addition Existing Building Proposed Building 400ft. Approximate Location of ECI Boring, Proj. No. E -8427, Dec. 1998 TP - - Approximate Location of ECI Test Pit, Proj. No. E -8427, Nov. 1998 NOTE: This plate contains areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Earth Consultants, Inc. Grotechnlcal Engineers. Geologists & Environmental Scientists Boring and Test Pit Location Plan Sound Transit Commuter Rail Tukwila Station Tukwila, Washington s., � , •... .: i_u >u � >•r.., .,,ne.. &`�...< k'ti.zu 1,14'. ,+;i t o 'x.i'a':hf<'.=..+w`ilrSaro -.,,� Drwn. GLS Date Jan. '99 Proj. No. 8427 Checked WRJ Date 1/27/99 Plate 3 Structural Fill To Be Placed In Horizontal Lifts i Keyway (Extend At Least Two Feet Into Competent Soils) Finish Grade SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING 1 I _ _ _ ; Existing Benches Existing Grade Embankment Earth Consultants, inc. Geolechnicsl Engineers, Geologists & Environmental Scientists PLATFORM SLOPE / FILL PLACEMENT Sound Transit Commuter Rail Tukwila Station Tukwila, Washington 3 0 pO y 0 N W 9 N LL? W O: -J J ' u- < N p x 0- x W I— • 0' Z I--. IJLJ D D 0 co'; ,W W . 0 Z Surcharge or Preload Fill 1117-11117-:1117-4 =111 STANDARD NOTES Earth Consultants Inc. Orcarchnkal Engbxels. coagLuu • Es„trav„rual ScienihL Pro]. No. 8427 I Drwn. GLS I Date Jan. '99 SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING (11= 111= 111= =111= 1) Base consists of 3/4 inch thick, 2 foot by 2 foot plywood with center drilled 5/8 inch diameter hole. 2) Bedding material, if required, should consist of Traction Sand. 3) Marker rod Is 1/2 inch diameter steel rod threaded at both ends. 4) Marker rod is attached to base by nut and washer on each side of base. 5) Protective sleeve surrounding marker rod should consist of 2 inch diameter plastic tubing. Sleeve is NOT attached to rod or base. 6) Additional sections of steel rod can be connected with threaded couplings. 7) Additional sections of plastic sleeve can be connected with press -fit plastic couplings. 8) Steel marker rod should extend at least 6 inches above top of plastic sleeve. 9) Marker should extend at least 2 feet above top of fill surface. Surcharge or Preload Fill TYPICAL SETTLEMENT MARKER DETAIL Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJl Date 1/27/99 `Plate 4 z mo w . U' 0 CO 0 '. W= J 1— U) LLs w 0 ;: lL Q co � Z =. �0 0 ui 0 0 N . 0 I— CU = - u- 0 w z ft FL O Z { _J Proj. No. 8427 4 inch min. Diameter Perforated Pipe Wrapped in Drainage Fabric t 2 inch min. / 4 inch max. „i ? :' i{ : i`ii O Slope To Drain . •• ••• . • - ..: C �..� -• :•••• SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Earth Consultants Inc. Goosedv,ieal E+ . GO010 & Em'ion erase S`WflI S •• • • e • O • . ° • 0 • . o • • •c •° • o e • e o ° o ° o 0 o • e • • • o ° • • 0 0 o • • • o e 0 0 - ▪ • •• o • • • a •e C . . • o o • • o • • o s • • 0 • e 0 • • 0 • • e • • .. .e p • e o •° • 0 •p • • e e 0 0 • O e • • ° . - ° _ o 0 0 e0• o O • O o' • • 0 0 0 • 0 • �• e• o. • e • • 0 e a • � - • 18 inch min. 2 inch min. LEGEND Surface seal; native soil or other low permeability material. Fine aggregate for Portland Cement Concrete; Section 9- 03.1(2) of the WSDOT Specifications. Drain pipe; perforated or slotted rigid PVC pipe laid with perforations or slots facing down; tight Jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing lines. Wrap with Mirafi 140 Filter Fabric or equivalent. TYPICAL FOOTING SUBDRAIN DETAIL Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Plate 5 SEEM Backfill Bedding Proj. No. 8427 Drwn. GLS • Varies LEGEND: Asphalt or Concrete Pavement or Concrete Floor Slab Base Material or Base Rock 1 Foot Minimum 4 Varies Varies Backfill; Compacted On -Site Soil or Imported Select Fill Material as Described in the Site Preparation of the General Earthwork Section of the Attached Report Text. Minimum Percentage of Maximum Laboratory Dry Density as 95 Determined by ASTM Test Method D 1557 -78 (Modified Proctor), Unless Otherwise Specified In the Attached Report Text. Bedding Material; Material Type Depends on Type of Pipe and oap Laying Conditions. Bedding Should Conform to the Manufacturers ''•• ' Recommendations for the Type of Pipe Selected. Grotoch MC I Engineers. Geologists • Environmental Scientists Date Jan. '99 TYPICAL UTILITY TRENCH FILL Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJ Date 1/27/99 Plate 6 Surcharge or Preload Fill 111 =111 = 111= =11I SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Earth Consultants Inc. Geoiedni®i Fngtneets. Geologists • EnvInximenial Scientists It1= 111= 111= Surcharge or Preload Fill STANDARD NOTES 1) Base consists of 3/4 inch thick, 2 foot by 2 foot plywood with center drilled 5/8 inch diameter hole. 2) Bedding material, if required, should consist of Traction Sand. 3) Marker rod is 1/2 inch diameter steel rod threaded at both ends. 4) Marker rod is attached to base by nut and washer on each side of base. 5) Protective sleeve surrounding marker rod should consist of 2 inch diameter plastic tubing. Sleeve is NOT attached to rod or base. 6) Additional sections of steel rod can be connected with threaded couplings. 7) Additional sections of plastic sleeve can be connected with press -fit plastic couplings. 8) Steel marker rod should extend at least 6 inches above top of plastic sleeve. 9) Marker should extend at least 2 feet above top of fill surface. TYPICAL SETTLEMENT MARKER DETAIL S ound Transit Commuter Rail Tukwila Station Tukwila, Washington ProJ. No. 8427 I Drwn. GLS I Date Jan. '99 Checked WRJ 1 Date 1/27/99 I Plate 4 6 inch min. 4 inch min. Diameter Perforated Pipe Wrapped in Drainage Fabric O 4 • t 2 inch min. / 4 Inch max. Slope To Drain o • , o e ° , • o • • •• .r •° • o • o o ° O ° o • • • o o O • • o O : :.:..., •..••,.,• ••••.;!:. . - .' • . • • • ..•� •o • • • ' • • • . 1.. . o '• i •• • • O ,,,:.:•� :_••• •• • ••• :o..,• . . • � • • O ° • O . O •. • � . . • • i 1 • • • • • • • ..• '•.• • • . • . O • �a• •, �••. � .: • • • O O O • 12 inch min. SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING Drwn. GLS Date Jan. '99 o ° o • ° 0 • 0 .• O • D ° G • .° ° o 00 . O • = o • ° • • ° ° o o ° • ' • 18 inch min. 2 inch min. LEGEND Surface seal; native soil or other low permeability material. Fine aggregate for Portland Cement Concrete; Section 9-03.1(2) of the WSDOT Specifications. Drain pipe; perforated or slotted rigid PVC pipe laid with perforations or slots facing down; tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing lines. Wrap with Mirafi 140 Filter Fabric or equivalent. TYPICAL FOOTING SUBDRAIN DETAIL Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJ I Date 1/27/99 I Plate 5 Q 1 re U 00 co 0 LL ? u o f g Q E- O ', Z I- ILI Ili 0 U ,A 0 rd.' 0 I- = w ~ IJ. 0 • Z C.) _ !. r 0 z Backfill Bedding O.0 p .• 0 • •• u *.c.4'.• LEGEND: Non -Load Supporting Floor Slab or Roadway Areas Areas Base Material or Base Rock Earth Consultants Inc. Grdrd1 al Erigk 'rts. Geologists • Fmirtxrrrntal Scirfl IS Proj. No. 8427 I Drwn. GLS D Asphalt or Concrete Pavement or Concrete Floor Slab Varies 1 Foot Minimum 1 A w Varies Varies Backfill; Compacted On -Site Soil or Imported Select Fill Material as Described in the Site Preparation of the General Earthwork Section of the Attached Report Text. Minimum Percentage of Maximum Laboratory Dry Density as 95 Determined by ASTM Test Method D 1557 -78 (Modified Proctor), Unless Otherwise Specified in the Attached Report Text. o _•: Bedding Material; Material Type Depends on Type of Pipe and o; p: Laying Conditions. Bedding Should Conform to the Manufacturers '-• ' Recommendations for the Type of Pipe Selected. TYPICAL UTILITY TRENCH FILL Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJ I Date 1/27/99 `Plate 6 z Z ; 0 0 CO w = J I- w • 0 g . r U . ( S. I- _ z �. I0 Z ~? O to 0— 0 tu W; • U Ill Z • N r_- z APPENDIX A FIELD EXPLORATION E -8427 Our field exploration was performed on December 9, 1998 and December 22, 1998. Subsurface conditions at the site were explored by drilling six borings to a maximum depth of thirty -five (35) feet below grade and excavating thirteen (13) test pits to a maximum depth of twelve (12 ) feet below grade. The borings were drilled by Gregory Drilling, Inc. subcontracted to ECI. The test pits were excavated by Northwest Trucking and Excavating, Inc. using a Case 9010B track mounted excavator. Approximate boring and test pit locations were determined by pacing and taping from site features and property boundaries. Approximate boring and test pit elevations were determined relative to each other. The locations and elevations of the borings and test pits should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the Boring and Test Pit Location Plan, Plate 2. The field exploration was continuously monitored by an engineer from our firm who classified the soils encountered, maintained a log of each boring and test pit, obtained representative samples, measured groundwater levels, and observed pertinent site features. The samples were visually classified in accordance with the Unified Soil Classification System which is presented on Plate Al Legend. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. Logs of the borings are presented on Plates A2 through A9. Logs of our Test Pits are included as Plates Al0 through A22. The final logs represent our interpretations of the field logs and the results of the laboratory examination and tests of field samples. The stratification lines on the Togs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. The borings were drilled using hollow stem augers. We attempted to control heave by maintaining a head of water in the augers. If more than six inches of heave was encountered, the heave was washed out. The amount of heave and whether it was "sampled- through" or washed -out is noted at the appropriate locations on the boring Togs. keeping the augers filled with water In each boring, Standard Penetration Tests (SPT) were performed at selected intervals in general accordance with ASTM Test Designation D - 1586. The split spoon samples were driven with a one hundred forty (140) pound hammer freely falling thirty (30) inches. The number of blows required to drive the last twelve (12) inches of penetration are called the "N- value ". This value helps to characterize the site soils and is used in our engineering analyses. Shear strengths of undisturbed soils were measured where practical in the field with a penetrometer. These results are recorded on the boring and test pit logs at the appropriate sample depths. The consistency of the soils encountered in the Test Pits was estimated based on the effort required to excavate the soil, the stability of the trench walls, and other factors. Earth Consultants, Inc. ot w' U O (pa w J co w O -a z � zo UJ U U , 121 - o � i c.) Z; ui U N! H z MAJOR DIVISIONS GRAPH .SYMBOL LETTER SYMBOL TYPICAL DESCRIPTION Coarse Grained Soils More Than 50% Material Larger Than No. 200 Sieve Size Gravel And Gravelly Soils More Than 50% Coarse Fraction Retained On No. 4 Sieve Clean Gravels (little or no fines) ( " 1 I %Qnd GW gW Well- Graded Gravels, Gravel -Sand Mixtures, Little Or No Fines ♦ • � ' • • • GP gp Poorly-Graded Gravels. Gravel- Sand Mixtures, Little Or No Fines Gravels With Fines ( appreciable amount of fines) 1: 1 , GM gm Silty Gravels, Gravel - Sand - Silt Mixtures r ji #r , , gC Clayey Gravels, Gravel - Sand - a Clay Mixtures Sand And Sandy Soils More Than 50% Coarse on Fraction Passing No. 4 Sieve Clean Sand 'e e 'e ' C e e e SW SW Well- Graded Sands, Gravelly Sands, Little Or No Fines (little or no fines) �; -; ;:;;�•;. :`' ►� <f. >: <: {: l>.. a ::;. >.K; {•4r!:::,ftn SP Sp Poorly-Graded Sands, Gravelly Sands, Little Or No Fines Sands With Fines (appreciable amount of fines) SM Sm Silty Sands, Sand Silt Mixtures ^. ; >'; SC SC Clayey Sands, Sand - Clay Mixtures Fine Grained Soils More Than 50% Material Smaller Than No. 200 Sieve Size Silts And Liquid Limit Clays Less Than 50 P ML ml Inorganic Silts & Very Fine Sands, Rock Flot.r,Silty- Clayey Fine Sands; Clayey Silts w/ Slight Plasticity � � CL CI Inorganic Clays Of Low To Medium Plasticity, Gravelly Clays, Sandy Clays, Silty Clays, Lean I 1 1 1 1 11 1 !I 1 I !I OL OI Organic Silts And Organic Silty Clays Of Low Plasticity Silts Liquid Limit And Clays Greater Than 50 MH mh Inorganic Silts, Micaceous Or Diatomaceous Fine Sand Or Silty Soils CH CF1 Inorganic Clays Of High Plasticity, Fat Clays. OH Oh Organic Clays Of Medium To High Plasticity, Organic Silts Highly Organic Soils �� )12 Ik. ) , 1. q tr, %1, pT pt Peat, Humus, Swamp Soils With High Organic Contents Topsoil e 4, y Humus And Duff Layer Fill • 4 Hlyhly Variable Constituents C qu W P pcf LL P1 The discussion In the text of this report is necessary for a proper understanding of the nature of the material presented in the attached Togs. TORVANE READING, tsf PENETROMETER READING, tsf MOISTURE, % dry weight SAMPLER PUSHED SAMPLE NOT RECOVERED DRY DENSITY, lbs. per cubic ft. UQUID UMIT, % PLASTIC INDEX DUAL SYMBOLS are used to Indicate borderline soil classification. Earth Consultants Inc. 611114% I,I *u IAWY Wet b.(iaikM{Wa & IJIYIt111111111110/ St 1131112.1b I 2' O.D. SPLIT SPOON SAMPLER 11 24' I.D. RING OR SHELBY TUBE SAMPLER i WATER OBSERVATION WELL Q DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION Y SUBSEQUENT GROUNDWATER LEVEL W/ DATE LEGEND Proj. No. 8427 'Date Jan.' 99 'Plate Al mpers+nm+1.res.5*Vfl∎ IVY001 ∎,myrt r+:s?osp,44,i fx: ,, mr[..'9ecr .,,, ,i,ttr.mva, z W ! 6 0O O ; CO W = J (— W LL. W 2 g d � Z F—` Z 0 D O. 0 F— LU uj U. O .. Z I d V) I 0 z T1 Boring Log Projed Name: Sound Transit Commuter Rail Tukwila Station I Sheet of 1 1 Job No. 8427 Logged by: WRJ Drilling Contactor. Ground Surface Elevation: ±20' W ( %) 13.0 46.2 44.4 34.9 64.8 85.5 43.1 No. . y iv Blows 01-2 a +, E Ft. 0 m aw m 2 3 1 10 11 12 13 14 15 16 17 18 19 Start Date: 12/22/98 Drilling Method: HSA Hole Completion: ❑ Monitoring Well ❑ Piezometer ® Abandoned, sealed with bentonite v U ML ,5P - SM ML Earth Consultants Inc. ceouoniol eia• s. oeobgists s DM1U1mCT I saeww Completion Date: 12/22/98 Boring No.: B -1 Sampling Method: SPT Surface Conditions: (Topsoil) ray SILT, loose, moist (Native) - mottled with brown silt -brown silt with sand, loose, moist Dark brown poorly graded SAND with silt, loose, very moist Gray SILT, loose, moist -peat inclusions with sand interbedding Boring terminated at 20.0 feet below existing grade. Groundwater seepage encountered at 6.0 feet during drilling. Boring backfilled with bentonite. Boring Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington o, 0 w N rA 0!•. E11' 4041. IVY Pro]. No. 8427 1 Dwn. GLS I Date Jan. '99 Checked VVRJ Da gin Date 1/26/99 by engineering tests, analysis Plate and Subsurface conditions depicted represent our observations at the time and location of this e to ll N hole, modified interpretation a by s others of judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility ity fed the use a ring tes in /nwrne/lnn ,w.■nfa.l nn fhle Inn Boring Log Dvm SP ML SP Brown poorly graded SAND, loose, moist Gray SILT, loose, moist -with peat stringers Brown poorly graded SAND, loose, moist, fine grained Boring terminated at 20.0 feet below existing grade. Groundwater table encountered at 4.0 feet during drilling. Boring backfilled with bentonite. Boring Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington 3 (%) 43.1 40.3 36.6 54.4 40.7 73.1 No. Blows Ft. 36.5 2 4 1 1 1 10 11 12 13 14 15 16 17 18 19 ML Brown SILT with trace gravel, loose, moist -becomes sandy, no gravel -becomes gray with trace sand Protect Name: Sound Transit Commuter Rail Job No. 8427 Logged by: WRJ Drilling Contactor: Ground Surface Elevation: t20' , 0 MEM Subsurface conditions depicted re judgment. They are not necessari Infrwmatinn rwmanfor4 nn •14S Icon Tukwila Station Start Date: 1=98 Completion Date: 12/22/98 Drilling Method: HSA Hole Completion: 0 Monitoring Well Surface Conditions: co 0 t p algtqaMaelIgAragroariattraffatetrogeormtotttemmoomownrarifootwomemlotrAmtommeromw.~” , ..”. 0 Piezometer 1X1 Abandoned, sealed with bentonite GLS Date Jan. '99 checked WRJ Date 1/26/99 Plate A esent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and representative of other times and locations. We cannot accept responsibility for the use or inter by others of • Boring No.: B-2 Sampling Method: SPT Sheet of 1 1 . ..0•7001.0110.4.01•WI~V.W11•KONWT-IS.V.47•Outflttly... us I t." 0 Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Logged by: WRJ Drilling Contactor Ground Surface Elevation: ±20' (9) 48.9 34.1 32.9 56.7 58.3 23.8 47.2 u r_, , :u .-1 No. 9-1 o 4 4 _, o Blows ril c:144.) ft .9 Ft. IT, V' to 54 LI Cil rn en 10 11 12 13 14 1 16 17 18 19 Start Date: 12/22/98 Drilling Method: HSA Earth Consultants Inc. Geoseargool engineers, Geo& Erwitonmensal Sclerosis. Proj. No. 8427 I oval. GLS I Date Jan. '99 Comple Date: 12/22/98 Sheet of 1 1 Boring Sampling Method: SPT Hole Completion: 0 Monitoring Well 0 Piezometer CR Abandoned, sealed with bentonite ML SP SM ML SM Surface Conditions: Brown SILT, loose, moist Brown poorly graded SAND, loose, moist, coarse grained Gray silty medium grained SAND, loose, moist -19% fines Gray SILT, loose, moist with peat stringers -trace organics -no peat stringers observed Gray silty SAND, medium dense, moist -16% fines -becomes loose Boring terminated at 20.0 feet below foisting grade. Groundwater seepage encountered at 4.5 feet during drilfing. Boring backfilled with bentonite. Boring Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Boring Log Checked WRJ I Date 1/26/99 1 Plate A4 Subsurface conditions depicted represent our observations at the time and Iota ion of this exploratory hole modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations We cannot accept responsibility for the use or Interpretation by others of infrownefiem nroadantari v.n 14,1* Inn ._J 0 1/40 Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Logged by: WRJ Drilling Contactor: Ground Surface Elevation: ±20' (%) 10.3 31.1 55.6 50.6 32.4 24.9 No, Blows Ft. 5 2 16 1 6 7 8 11 12 13 14 15 16 17 18 19 9 Start Date: 12/22/98 Hole Completion: 0 Monitoring Well 0 Piezometer [Xi Abandoned, sealed with bentonite Drilling Method: HSA SP-SM SP ML MH ML SP Brown poor' Earth Consultants Inc. 0.thnicid engineess. OI& Environmerrai &imams Completion Date: 12/22/98 Sheet of 1 1 Boring No.: Sampling Method: SPT Surface Conditions: Brown poorly graded coarse grained SAND with silt and trace gravel, loose, moist Brown poorly graded SAND, loose, moist Brown SILT with sand, very loose, moist -no sample Gray elastic SILT, very loose, moist Gray SILT with fine sand, loose, moist Boring terminated at 20.0 feet below wisting grade. Groundwater seepage encountered at 10.0 feet during dnIling. Boring backfilled with bentonite. y graded med.-coarse grained SAND, med.dense,moist Boring Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJ I Date 1/26/99 I Plate A5 a) Boring Log Prof. No, 8427 1 Dwn. GLS I Date Jan. '99 Subsurface conditions depicted represent our observations at the time and loco ion of this exploratory hole modified by engineering tests, analysis and 1 udgrnent. They are not necessarily representative of other times and locations We cannot accept responsibility for the use or interpretation by others of nfnninstion rwombonto.4 on *the Inn vromfootoprowetorroomoorOOOMOMoolos,ot • J Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Logged by: WRJ Drifting Contactor. Ground Surface Elevation: ±20' W (%) 31.5 44.7 45.6 37.8 101.3 32.2 No. Blows Ft. 3 1 1 2 1 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Start Date: 12/22/98 Drilling Method: HSA Hole Completion: ❑ Monitoring Well ❑ Piezometer ® Abandoned, sealed with bentonite rn O r.n � N ML SM ML Earth Consultants Inc. oeo•ed.rw Enemas, Oeobipsr i ow+,arnnw Scientists Proj. No, 8427 I Dwn. GLS I Date Jan. '99 Completion Date: 12/22/98 Sheet of 1 2 Boring No.: B -5 Sampling Method: SPT Surface Conditions: (8" Asphalt Base) Brown SILT, very loose, moist - becomes sandy - becomes gray - becomes sandy Gray silty SAND, very loose, moist Gray SILT, very loose, moist -peat stringers Boring Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington m m N r4 Boring Log a ro o�. coed WRJ Date 1/26/99 I Plate A6 Subsurface conditions deeded represent our observations at the time and Ioca Ion of this exploratory hole, modified by engineering tests, analysis and judgment They are not necessarily representative of other times and locations We cannot accept responsibility for the use or interpretation by others of n1,......H.... nr...n$a,4 .,.. 9.i. i..n a co Boring Log Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Logged by: WRJ Drilling Contactor. Ground Surface Bevation: ±20' 25.4 28.7 30.5 No. Blows Ft. 22 26 12 4.) • ' ft tuf"iri, g 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Start Date: 12/22/98 Drilling Method: HSA SM SM Earth Consultants Inc. GeolectrOcal engineers. GC01001101 EITAT011ineTeli Scientists Proj. No. 8427 I Dom. GLS I Data Jan. '99 Completion Date: 12/22/98 Sheet of 2 2 Bodng No.: B-5 Sampling Method: SPT Hole Completion: El Monitoring Well Piezometer Abendoned, staled with bentonite Brown poorly graded SAND, medium dense, moist Brown poorly graded medium grained SAND, medium dense, moist -no sample -1" peat inclusions Boring terminated at 36.5 feet below existing grade. Groundwater seepage encountered at 10.0 feet during dnIling. Boling backfilled with cuttings. Boring Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJ 1 Date 1/26/99 1 Plate A7 Subsurface conditions depicted represent our observations at the time and loca ion of this exploratory hole, modified by engineenng tests, analysis and judgment. They are not necessarily representative of other times and locations We cannot accept responsibility for the use or interpretation by others of Ininrrnsitnn nriboarstar4 nn *hie Inn eadtlia 4/r111.1,7,,, • o rn Boring Log Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Drilling Contactor. Ground Surface Elevation: ±20' (96) 28.5 34.2 29.3 37.7 35.0 Logged by: WRJ No. Blows Ft. 2 1 13 10 11 12 13 14 15 1 18 1 Start Date: 12/22/98 Drilling Method: HSA Hole Completion: ❑ Monitoring Well ML SP -SM ML SM SP ML Surface Conditions: ceoKa.rd IrngIneas. 00010001 • Orilloomenesi &imams Completion Date: 12/22/98 (3" thick Asphalt with Base) Brown SILT, loose, moist Boring No.: B -6 Sampling Method: SPT ❑ Piezometer ® Abandoned, sealed with bentonite Brown poorly graded SAND with silt, loose, moist Gray SILT with sand, very loose, moist -silt at bottom of sample -very little retum Gray silty medium grained SAND, medium dense, moist Dark brown poorly graded SAND, loose, moist Dark gray SILT, very loose, moist Sheet of 1 2 Boring Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington h 1►:� .����II Earth Consultants Inc. CO 2 PM. No. 8427 I Dwn. GLS 1 Date Jan. '99 Checked WRJ I Date 1/26/99 1 Plate A8 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of infrwmafirvn nr...rd.d nn this In.n gwnt*e.rxarwwnm�un —J Boring Log Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Logged by: WRJ Drilling Contactor. Ground Surface Elevation: ±20' W (%) 23.0 42.5 No. Blows Ft. 26 3 21 22 23 24 25 26 Start Date: 12/22/98 Drilling Method: HSA Hole Completion: ❑ Monitoring Well ❑ Piezometer ® Abandoned, sealed with bentonite ML SP Earth Consultants Inc. aeolechnlad enerleas, oeoloO.I. • EnMrom,e++.1 sder Completion Date: 12/22/98 Sheet of 2 2 Boring No.: Sampling Method: SPT Dark gray SILT, very loose, moist Dark brown poorly graded SAND, medium dense, moist, medium grained Boring terminated at 26.5 feet below existing grade. Groundwater seepage encountered at 10.0 feet during dnlling. Boring backfilled with bentonite. Boring Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington 01 Proj. No. 8427 I Dwn. GLS I Date Jan. '99 Subsurface conditions depicted represent our observations at the time and Ioca udgment. They are not necessarily representative of other times and locations nM,.n.11nn nn..an♦.rI r.n We Inn Checked WRJ I Date 1/26/99 I Plate A9 ion of this exploratory hole, modified by engineering tests, analysis and We cannot accept responsibility for the use or interpretation by others of vi.'.w1 F.-i� :�ii+u .4 �•V'il.:.:.ji"t '.411 }I.�}y4J Z.Q.. I.i' :Y', t J C) O (a o (/). : w 0; J N a t-- w ; o z w uj: U , 10 tn : CI 1- w W w Z ' U • 0~ z Test Pit Log Pilled Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Eiacavation Contactor. NW Excavating Notes: 12.0 36.3 27.7 43.4 Logged by: WRJ 0) .-i W w E CZ ro rn 10 11 12 U rn GM ML SM ML Surface Conditions: - becomes gray -19% fines Earth Consultants Inc. Geosechnical d*Ie $. oeaoOre. & swimmers& sexes Date: 12/9/98 H ProJ. No. 8427 I Dwn. GLS I Date Jan. '99 Subsurface conditions depicted represent our observations at the time and iota udgment. Th ey are not necessarily representative of other times and locations of w�n.Hnn .v.eanlarl nn Note In.. Test Pit No.: TP -1 Ground Surface Elevation: ±20' Sheet of 1 1 Brown sitty GRAVEL with medium grained sand, medium dense to dense, moist (Fill) Dark gray SILT, medium dense to dense, moist (Native) Dark brown silty fine SAND, loose to medium dense, very moist Dark brown to gray SILT with trace sand, loose to medium dense, very moist Test pit terminated at 12.0 feet below existing grade. Moderate groundwater seepage encountered at 7.0 feet during excavation. Note: Caving below 7 foot level. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJ Date 1/26/99 I Plate A10 ion of this exploratory hole modified by engineering tests, analysis and We cannot accept responsibility for the use or interpretation by others of n'.u. snx,u...«:.. r ,, Test Pit Log Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Excavation Contactor: NW eacavating Notes: w ( %) 38.0 13.3 18.7 32.5 32.6 33.7 Logged by: WRJ 10 ML SM Surface Conditions: aeaeadw enlineers. oeolom.r a e,wiorwrKnv Sciennes Date: 12/9/98 Brown sandy SILT with gravel, dense, moist (Fill) - becomes darker brown - becomes gray Gray SILT, dense, moist (Native) Brown silty medium grained SAND, loose to medium dense, saturated - becomes slightly dark brown Earth Consultants Inc. Proj. No. 8427 I Dwn. GLS 1 Date Jan. '99 Subsurface conditions depicted represent our observations at the time and loca �udgmont. They are not necess representative of other times and locations T est Pt No.: TP -2 Ground Surface Elevation: ±20' Sheet of 1 1 Test pit terminated at 10.0 feet below e,dsting grade. Groundwater seepage encountered at 5.5 feet during excavation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington �alabiei:uu.u:,i.tbtiu'�iasnotri ti:.+.'.ww1 tfiiilsiilil�lii:.lS� Checked WRJ I Date 1/26/99 I Plate All Ion of this exploratory hole, modified by engineering tests, analysis and We cannot accept responsibility for the use or interpretation by others of • N U. w a qa _1 u. < = CJ., w, ; •Z �... I-- O Z I—; (O N 1 H w W !. 1�- V 0 11; z M l 1 Test Pit Log Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Excavation Contactor. NW Excavating Notes: W ( %) 12.0 14.0 11.8 28.4 Logged by: WRJ .o:D 0 .: 10 ML SP ML SP Surface Conditions: Brown silty SAND with gravel, trace cobbles, dense, moist (Fill) -17% fines Earth Consultants Inc. Oeaedii memos. Oecdoeses • Environmersal Scientism Date: 12/9/98 Proj. No. 8427 I Dwn. GLS I Date Jan. '99 Subsurface conditions depicted represent our observations at the time and loca , They are not necessarily representative of other times and locations infnmudinn .wo.nf..+ ".. *hie inn Gray SILT with trace sand, dense, moist Test Pit No.: T P -3 Ground Surface Elevation: ±20' Gray poorly graded SAND with gravel and trace silt Gray mottled with brown SILT, dense, moist (Native) 7 Sheet of 1 1 Dark gray poorly graded SAND with trace sift, loose to medium dense, saturated - medium grained Test pit terminated at 10.0 feet below existing grade. Groundwater seepage encountered at 4.5 & 7.0 feet during excavation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington checked WRJ I Date 1/26/99 I Plate Al2 ion of this exploratory hole, modified lied by engineering tests, analysis others of We cannot accept responsibility U O : w 0 Ww w 0 g J . u.:Q co =d : I— W ,. z ; Z 1••• 2 j U 0 W Oi ' • Z co z cn w Test Pit Log Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Logged by: WRJ Excavation Contactor. NW Excavating Notes: 25.6 30.7 44.1 1 2 3 4 5 6 7 8 9 10 1 1 ML SM ML Earth Consultants Inc. Geoiecfrillali Enemas, Geologlols • Environmental Wergild' Proj. No. 8427 Dwn. GLS I Date Jan. '99 Date: 12/9/98 Sheet of 1 1 Tel; No.: Gr Surface Elevation: ±20' Surface Conditions: Gray SILT, medium dense to dense, moist (Fill) -trace pavement, concrete, brick -grass roots 2' below surface Dark gray silty medium grained SAND, loose, very moist (Native) -moderate caving Gray mottled SILT with trace sand, loose, moist -mottled with brown silt -moderate caving -90% fines Test pit terminated at 11.0 feet below existing grade. Groundwater seepage encountered at 4.0 feet during excavation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked VVRJ I Date 1/26/99 Plate A13 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and e I gment. 'They are not necessarily representative of other times and locations We cannot accept responsibility for the use or interpretation by others of nrnimfinn nmeanhari tetie Inn 1,1,),; • . .■ • - Test Pit Log Projed Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Excavation Contactor. NW Excavating Notes: 16.0 11.7 32.5 22.3 37.2 Logged by: WRJ Surfaoe Conditions: -fill - notable odor Earth Consultants Inc. aeaea.••l enp ea$. Geebp+ls • Envuw mental Scientists Date: 12/9/98 - becomes gray -gray fine sandy silt, loose, very moist Light brown SILT, loose to medium dense Teat Pn No.: TP - 5 Brown sandy SILT with gravel, dense, moist (Fill) Ground Surface Elevation: ±20' Dark brown potty graded SAND, loose, moist (Native) Sheet of 1 1 - caving -heavy seepage Test pit terminated at 10.0 feet below existing grade. Groundwater seepage encountered at 4.5 feet during excavation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Proj 10 8427 I Dwn. GLS I Date Jan. '99 Checked WRJ I Date 1/26/99 I Plate A14 ri r udgment. They are rat t necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of Subsurface conditions r depicted our o t bservations at the time and location of this exploratory hole modified by engineering tests, analysis and „I,,,. madman. ,.n ti. Inn a U ' C.) 0 '; fn 0 uji , W J 2 U. w 0; 2 LL J: Nd . 1— w t- Of Z F— w w 0 0 N` 0 i— W of U. 11 1 Z i C.) D. Z Test Pit Log Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Excavation Contactor. NW Excavating Notes: 37.2 46.8 262 45.6 Lo89ed by: WRJ Surface Conditions: - organics and roots Earth Consultants Inc. c oseo,Ncal mowers. aedopsas a Envuonmerisai Scientists Date: 12/9/98 Test Pit No.: TP-6 Brown SILT, loose to medium dense, moist (Fill) Ground Surface Elevation: ±25' Gray SILT, loose to medium dense, moist (Native) Sheet of 1 1 Dark brown poorly graded SAND with trace silt, loose to medium dense, very moist Test pit terminated at 11.0 feet below existing grade. Groundwater seepage encountered at 6.0 feet during excavation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Proj. No. 8427 I Dwn. GLS I Date Jan. '99 Checked WRJ I Date 1/26/99 I Plate A15 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysis and j udgment. They are not necessarily representative of other times and locations We cannot accept responsibility for the use or Interpretation by others of nfnnn.Minn ,v.e.,d..4 .,.. tI. Inn Test Pit Log Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Excavation Contactor: NW Excavating Notes: W (9 15.6 28.2 38.6 36.0 Logged by: WRJ U ro 10 1 U ig o ML SM Surface Conditions: Geolectinkal Ei meers. Geologist i FSMmtlnenisl sck,.lr1 Date: 12/9/98 Gray SILT with trace sand and gravel, dense, moist (Fill) - becomes brown, loose, moist - intermbaed silt layers - seepage at 5' Earth Consultants Inc. Test Pit No.: TP - 7 Ground Surface Elevation: ±25' Gray silty medium grained SAND, loose, very moist Sheet of Test pit terminated at 10.0 feet below existing grade due to excessive caving. Groundwater seepage encountered at 5.0 feet during excavation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington I. Pro). No. 8427 I Dwn. GLS 1 Date Jan. '99 checked WRJ I Date 1/26/99 I Plate A16 H W Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests,, analysis an d � udgrrte nt. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of 1Mn.tinn ,w...n$. l M +hio Lv. m 01 H Test Pit Log Proj. No. 8427 I Dwn. GLS I Date Jan. '99 Subsurface conditions depicted represent our observations at the time and loca udgment. They are not necessarily representative of other times and locations h.,m 4Inn -.i nn N.b Irv. Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Logged by: WRJ Excavation Contactor. NW E,acavating Notes: LL =53 PL =33 PI =20 W ( %) 13.2 21.8 7.0 46.8 1 2 3 4 5 6 7 8 9 10 11 12 13 u) O U , S M ML SP -SM MH Earth Consultants Inc. ceolecta enOtKea. (kaftan a 9,vUOrrrenal adenoma Date: 12/9/98 Sheet of 1 1 Teat Pit No.: T P -8 Ground Surface Elevation: ±25' Surface Conditions: Gray sandy SILT with gravel, dense, moist (Fill) -70% fines Brown sandy SILT, loose, moist Dark brown poorly graded SAND with silt, medium dense, moist - medium to coarse grained -11% fines Dark gray elastic SILT, loose, moist Test pit terminated at 13.0 feet below existing grade. No groundwater encountered during exa:avation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJ I Date 1/26/99 1 Plate A17 ion of this exploratory hole, modified by engineering tests, analysis and We cannot accept responsibility for the use or interpretation by others of 4444._ .. G. .:ss,ic+,.0.1■11,..144:.11,1a4t. 11.44 •,u,w ,�w,.r n. Test Pit Log Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Excavation Contactor: NW Excavating Notes: 29.7 38.1 27.7 7.6 Logged by: WRJ 33.3 o 0.' o oe 10 11 ML SM SP SM Surface Conditions: - becomes brown Earth Consultants Inc. aeaeciNwl a *leas. Oeo o & E,wonflerr&l sdenstos Date: 12/9/98 Pro]. No. 8427 I Dwn. GLS I Date Jan. '99 Subsurface conditions depicted t our observations at the time and Iota udgment. They are not necessari representative of other times and locations nrArmotiosn reaoar1.d nn N.lo inn Test Nt No.: T P -9 - becomes gray Gray SILT with trace sand, medium dense, moist Gray silty medium grained SAND, loose, moist Ground Surface Elevation: ±25' Sheet of Brown silty medium grained SAND with gravel, dense, moist (Fill) Dark brown poorly graded SAND with trace silt, medium to coarse grained sand, loose, moist (Native) Dark gray silty medium grained SAND, loose to medium dense, moist Test pit terminated at 11.0 feet below existing grade. No groundwater encountered during excavation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJ I Date 1/26/99 I Plate A18 on of this exploratory hole, modified by engineering tests, analysis and We cannot accept responsibility for the use or interpretation by others of w U1 co la J F ALL. w LLQ N a Z I— 0 Z I—( 0 w w '_ h=— V IlI •Uco- I Test Pit Log Projed Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Logged by: WRJ Excavation Contactor: NW Excavating Notes: 15.5 41.6 27.7 H In 1 a aw N �N 1 SM Earth Consultants Inc. aeaeo.rd erpbeers. Geologist i Environmental sderrca Pro'. No, 8427 Dwn. GLS I Date Jan. '99 Date: 12/9/98 Sheet of 1 1 Test Pit No.: TP - 10 Ground Surface Elevation: ±20' Surface Conditions: Brown silty medium grained SAND with gravel, dense, moist (Fill) Dark gray SILT, loose, moist (Fill) Dark brown poorly graded SAND with silt, medium grained Test pit terminated at 6.0 feet below existing grade due to e, essive water in pit. Groundwater table encountered at 4.0 during exc.avation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington a Subsurface conditions depicted represent our observations at the time and Iota judgment. They are not necessari yl representative of other times and locations Checked WRJ I Date 1/26/99 I Plate A19 Ion of this exploratory hole modified by engineering tests, analysis and We cannot accept responsibility for the use or Interpretation by others of r t U.1 D O U) w ; UJ w o ' g IL Q N D w; 0 - t D U V ' 0!: ti Z ` 1- 0 Test Pit Log Project Name: Sound Transit Commuter Rail Tukwila Station I Sheet of 1 1 Job No. 8427 Logged by: WRJ Excavation Contactor: NW Eiacavating Notes: w ( %) 15.7 36.8 33.9 " - 0 1 a ro t � N A w ns ro rn 1 2 3 4 5 6 7 8 9 10 11 12 SM ML ML Earth Consultants Inc. OeaedNw anyinpas. Oeolop is a m,vr,o,rrer'w Scientism Date: 12/9/98 Test P t No.: TP -11 Ground Surface Elevation: ±20' Surface Conditions: Brown sandy SILT with gravel, dense, moist (Fill) Gray SILT, loose to medium dense, moist (Fill) Gray sandy SILT, loose, saturated (Native) -56% fines Test pit terminated at 12.0 feet below existing grade. Groundwater seepage encountered at 6.0 feet during excavation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington o, r � 0 N rl N a co fil Prof. No. 8427 Dwn. GL S Date Jan '99 Checked WRJ Date 1/26/99 Plate A20 Subsurface conditions depicted re t our observations at the time and location of this exploratory hole modified by use engine interpr tests, a n al y is and of l i udpment. They are not necessari representative of other times and locations. We cannot accept responsibility for Vi U c p 00W ;. N u.' W } O J N d H W ; _. Z � I— O; Z 1 W i' p I— W w H Vi ILL 0 111 Z O Z Test Pit Log Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Excavation Contactor: NW Excavating Notes: Logged by: WRJ Surface Conditions: Earth Consultants Inc. ceaea.rd erp aen+oiMs a Environmental sd0M * Date: 12/9/98 Proj. No. 8427 I Dwn. GLS 1 Date Jan.'99 Subsurface conditions depicted represent our observations at the time and loca j udgment. They are not necessarily representative of other times and locations n4.r.nofinn nra-anlarr net Shia 4.n Brown poorly graded SAND and poorly graded GRAVEL with trace silt, medium to coarse grained sand, dense, moist (Fill) Gray SILT with trace sand, dense, moist Gray SILT, loose, moist (Native) - mottled brown throughout silt -99% fines Teat Pn No TP -12 Ground Surface Elevation: ±20' of 1 Dark brown poorly graded SAND with trace silt, loose to medium dense, very moist - medium grained sand Test pit terminated at 10.0 feet below existing grade. No groundwater encountered during excavation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJ I Date 1/26/99 I Plate A21 ion of this exploratory hole, modified by engineering tests,, analysis and We cannot accept responsibility for the use or interpretation by others of re w 6 J " U O U 0 : ) wr w N om; LU g a n d` _ - w o w Lui M U ?: O=I 0 I-- w LL 0 ui z ` U N Z Test Pit Log Project Name: Sound Transit Commuter Rail Tukwila Station Job No. 8427 Logged by: WRJ Excavation Contactor. NW Excavating Notes: 10.1 20.4 31.7 38.7 41.3 2 3 4 5 6 7 8 9 10 11 12 U GM ML SM Earth Consultants Inc. aooledtdcal erp adopts • oivearreVISI Sonoma Proj. No. M27 I Dwn. GLS I Date Jan. '99 Date: 12/9/98 Sheet of 1 1 Teat Pit No.: TP -13 Ground Surface Elevation: ±20' Surface Conditions: Brown silty GRAVEL with sand, moist (Fill) Gray SILT with trace sand, coarse, medium dense, moist - becomes mottled with dark brown silt, tuming Tight brown, loose, Dark brown sandy SILT, loose to medium dense, very moist -fine grained sand Test pit terminated at 12.0 feet below existing grade. Groundwater seepage encountered at 5.0 to 9.0 feet during excavation. Test Pit Log Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJ I Date 1/26/99 I Plate A22 a represent analysis and , S dg They conditions necessarily representative of other times and Iocati� can responsibility fo the engineering or interpretation by others of 1 ' 41 r L. nnroonh..l M 1►.). Inn ne uJ 2 0 0 '. ro 0 to W Oi u- Q — d . I— to Z �; �0 0 O =W — u.. I— O' Z LLB 0 ; NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITYOF THE DOCUMENT._ _ Proj. No. 8427 Drwn. GLS —J —J 0 0 0 6 m CC a X a 0 2 4 cn Ch 03 0 N • c'n • N c*n N tft tri to cri cn 1 1 1 Q. uJ 1 1 I ' 0 <) 0 GRAIN SIZE ANALYSES Earth Consultants Inc. Sound Transit Commuter Rail Tukwila Station 0,,,wttuving kno wets. cu.0400.1h & Sck Tukwila, Washington Date Jan.'99 Checked WRJ 1 Date 1/27/99 Plate B1 LOT 0 ZL 0 0 PERCENT COARSER BY WEIGHT 0 0 0 0 0 PERCENT FINER BY WEIGHT 0 0 cn 0 0 1.00 4 COO' 900 < troo' z 900' 800 OOL ' 1— LO LO 111 asailfi 08 liell1111 cc2 i CC ZT ZW 40' 40' 90' 90' 00Z 80' 111:iiiii1111111i11111211111111111111111111111111i Lg Z'p.. 09 emmommommomironammumumm.ummummum .2 09 7J , OE 9 11: OZ I 11 In : 8' 'La ...I 2 N 04 Ci) 1 2 !i < UJ > it • d i I 1 9 ! 8 ! ''. LU ei w 1 0 L 9/9 Vic k L I OC OZ 4i 1 04 1 1 0 M I MEMUMMUMEMMUSEMEMSUMMUMEMMEMEMMS UMMUUMMUMUMENNUMMENNEMMUMMM OINEMEMEMMENUENNEMEMSENUMMIT 11 0 7.4 ZOO' COO' 40 0' 0 09 08 001. w u. W 0 CC 0 w z U. — J uJ oct w CC CC 0 0 (/) w CO CO 0 .11■■■■• 00Z 0 09 . 1 z Z LL1 —J c-) 0 U) (0u' UJ uj 0 2 7.1 w a 1— al z I-0 z 11.1 Lu 2 D 0 0 0 S2 i— uj o . z (1) rz 0 I- PERCENT COARSER BY WEIGHT 0 o 0 o 0 0 0 0 0 O N (1 er w ID P. O O L00' -, 1.00 1.00' Z00' n zoo' n „ E00' I J E00 400' i7 � b00' 2 906 1111111111■ ■11■11111111111111111111111111111111■ 1 ■ 11111111111.11. 111..111111 YLL+ ■■ o.. �m............ �� . ................n.......�.. i X800'■..... ...................11....... ■... ■ ■..... : Lo 1 - ■ a OOL / O8 C Z ►- C 11 W u n O5 is 09 E. 41 �9'Z �8'W - N N I Z a 0L N ��AI IIIIiIIIIli li il1 ....................::... z CD Cl) Ct w 81110111111111111114 ■I ■■■hIlIlIIIIlIIIIII1lI11_ J 2 Q Z Z 2 ----- Q iR W i lI l i >y � W 2 Z ■■■■■■■■■■■■■■■.■■11■■■.11 � OE it w • a 0 LL 0 w N V1 b i Z E ZL O O r O CI O co Proj. No. 8427 Drwn. GLS O Q f` n PERCENT FINER BY WEIGHT Earth Consultants Inc. I 1� m, ( 1Nl•(lUIkflI lino WM, (ill/100MS & linsirntinirtittil Scientists Date Jan.' 99 0 0 0 • Checked WRJ 0 09 08 001. N W L w LL w N C: 0 C.) CO W -J C) 0 U 0 0Z 00E J 0 J J tug - o c 0 V1 0 N Date 1/27/99 1- H 11.11 a. 4 0 o •-I ao N ' • .--I N } w 0 al N M - CO 1 1 w H H H Q Q ❑ GRAIN SIZE ANALYSES Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Plate B2 •t•.:..ta,. ∎∎ •14 :"^ .'yetier7,43:tt , 2!Vn+e^5;+wr,isr7nxargcni c,••smilitm.aencsssrnonam.NV..; .str•cc;•akewn^ret +a a Z W 6 U0 CO 0 CO al 1- F- W0 g D. ° W F' Z � F- O Z F- LU uj U � F- 1 W .. O 111 Z = '. O 1- Z ZL O O O 01 Proj. No. 8427 PERCENT COARSER BY WEIGHT 0 0 0 C U1 I £ 0 0 0 0 0 a N t I Q PERCENT FINER BY WEIGHT Earth Consultants Inc. (,(y NI'(1uIk7Il I iIgin 1 m. ( ')k,g SIS & I:I1%1nximrnIdI S(�1'1It111S Drwn. GLS l;�wwtfMlL?.'fr•!R!NMt Date Jan.' 99 0 Q) O 0 0 r I.1 N 0 0 L00 — 0 LOO' ! Z00' CI 200' E00' } Z2 J b00' ▪ 2170 900' Q 2900' ■11 ■11 ■ ■ ■ ■ ■ ■1■11■ ■1■ 111■ ■111 ■■11111 ■■ ■111 ■11 ■■■11900' o cc w . ■ ............... u... II...... /•u•_•_u_ •_t___uauNuu_u � LO W N 800 ■■ mus am ��._....._. .U.._.�� ■■���� W 2 LO ' ga CC O Z0' ZO' 0 CO' } CO' = b0' b0' 90' 90' • OOZ 111111111111111111111 ■ 80' ?: <*31 . ' L t/1 08 ��""'% �I'111111""1"t1"1""t1t"""'t"'1: Z . t- OOL O OS M� ■■�111111111■1■1■1■ ■ ■ ■111■1111 //■11111111 ■■1 J N �� lihilili b 9'Z �8'w tu : � : u. 77 ! , I� „L 2 47 cc W E Q� z '� OL LU W W N Z S c7 4/ L 11111111 W 24L IO U. O • 08 N Z 1 0 E 00L 0 N w w LL 0 z • a O N 0 w w N 2 4 0 C.) N w J CO m 0 00Z 00E cu « « c aI 0 « c U CO ON N. 0 • m ..4 1.1 L.) A d cn b v co ao 1-I o cn Frl C D 0. In CO 1 - I I H H H H GRAIN SIZE ANALYSES Sound Transit Commuter Rail Tukwila Station Tukwila, Washington Checked WRJ Date 1/27/99 Plate B3 .�:�t...TJ`+r et^ .. m,.,e u,.�m•.tr�t., -. n.tklt,,KE rs atv er?!.,irtsm nw^tF' W 7 M 1 ,n'Mt4.7.72 . Key 8or�nq/ lost P if Depth (PO Soil Classification USCS L.L. P.L. PI. Natural Water Content • • B - 4 TP -8 10 12 Gray elastic SILT Gray elastic SILT % 67 53 35 33 32 20 50.6 46.8 100 x 60 W Z } U �40 LIQUID LIMIT Earth Consultants Inc. ommAniosiEnglitims,CadogpmaftmelloommWSderulaft Atterberg Limits Test Data Sound Transit Commuter Rail Tukwila Stat. Tukwila, Washington Proj. No. 8427 Date Jan.' 99 Plate B4 0 "" • 1 CO • CL- ML D 20 40 60 80 1( 100 x 60 W Z } U �40 LIQUID LIMIT Earth Consultants Inc. ommAniosiEnglitims,CadogpmaftmelloommWSderulaft Atterberg Limits Test Data Sound Transit Commuter Rail Tukwila Stat. Tukwila, Washington Proj. No. 8427 Date Jan.' 99 Plate B4 DISTRIBUTION E -8427 MBT Architecture 100 Second Avenue, Suite 1770 Seattle, Washington 98104 Attention: Mr. Dan Nelson MBT Architecture 185 Berry Street, Suite 5700 San Francisco, California 94107 Attention: Mr. Paul Hardie Earth Consultants, Inc. Duane Griffin Re who is in charge? ._ Page 1 From: Bob Noe To: Jack Pace; JiII Mosqueda; Moira Bradshaw; Steve Lancaster Date: 8/7/00 9:37AM Subject: Re: who is in charge? Moira - I left you a voicemail message concerning this matter and I am also responding in writing. I apologize for my delay in getting back to you on this. The City can issue permits on ST projects and condition those permits notwithstanding the fact that the'project may lie solely within Railroad right of way. The Interstate Commerce Act only covers Railroads, it does not apply to local transit authorities. ST activities within the Railroad right of way cannot be deemed essential to the the Railroad for the furtherance of interstate commerce. Thus, ST projects are subject to our permitting processes. Thanks. Bob »> Moira Bradshaw 07/17 8:41 AM »> Bob, Does Sound Transit have the same immunity from local review? Duane Griffin, has checked with other municipalities regarding issuing permits for station related improvements for commuter rail, and found that they are issuing permits. ST is proposing a low wide long platform adjacent to the tracks, railings, and small canopies for weather protection, all within the RR row. Moira Carr Bradshaw Department of Community Development 6300 Southcenter BI, Suite 100 Tukwila, WA 98188 206 - 431 -3651 »> Bob Noe 07/14/0011:22AM »> Thanks for forwarding Jill's question to me. The City does not have permitting authority within the Railroad's right of way. This conclusion is based on the Ninth Circuit Court of Appeals' decision interpreting the applicability of the Interstate Commerce Termination Act in the Auburn case that was appealed to the United States Supreme Court. The U.S. Supreme Court denied review. In sum, the Court held that local jurisdictions cannot exercise permitting authority for any activity a railroad may engage in related to its rails. The Court went even further and implied that a local jurisdiction cannot do anything, like impose conditions on development, against a railroad even for those things not traditionally considered "rails" (i.e. transfer stations), if those additional conditions may create additional costs to the railroad. Bob Noe »> Jill Mosqueda 07/13 3:38 PM »> If BNSF railroad does rail work within its own right of way, what permitting "jurisdctional " authority does the City have? The RR is designing and building a modification to its rails. All work on the track within the City will be within the RR right of way. a timely answer is needed, as the City is taking steps to develop an interlocal with renton regarding the work that will be done within the renton city limits. thanks Jill Mosqueda 1 w, o to J w O J LL Qr w Z Z U O �. I- 0 , I—; w w co '0 w w O • Z Lb co I— ' • O Z 1 Owner's Rep Contractor Test Date Architect i 1 Building Dept. Area (Sq.ln.) Engineer J 1 Batch Plant IcoI ricow..10 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 -2 -01 7 6x12 28.35 29.29# 102,820 3630 C39 x ASTM C ASTM C 109P1 09M Compressive Flexural x I Conforms I Does Not Conform 07 ."0 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.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Job Number: 1 00-630 1 Report Number: 1 001 1 Permit Number: 1 02000 - 353 Project: Sounder Commuter Rail Station — Tukwila Address: 7301 S. 158Q1 St., Tukwila Client: O'Brien Kreitzberg Date: 26 December 2000 Inspected the placement at Resteel is grade 1 1 , as specified, Placement Data from I Batch Weights Supplier: Glacier NW Mix Number. 3150 Max Slump Allowed: 5" Total Yards Placed: 7 Placed Via: Trackhoe bucket Vibrated: No Required psi (f c): 3000 Sample Data Cast Samples: 1-4 Cast Samples: Cast Samples: Weather: 1 Sunny w /douds Date Samples Picked Up: 1 12 -27 -00 Footings/pilings at E side of tracks station 270, heading north. 8 placed at this time. Footings unreinforced, post anchor (Simpson LCB44 or equiv.) placed per detail 7 on sheet PS -03. Cement (sack/type/ibs.): 1/11 470 Sand (lbs.): 1375 Aggregate (size/lbs.): 1780 3/8" Aggregate (size/lbs.): Aggregate (size/lbs.): Fly Ash (lbs.) Water (lbs. /gal): 267 Air Concrete Content Temp 7.5 58 Yards 7 Slump 4 %+ Architect: MBT Engineer: KPFF Contractor: CA Carey Inspector: J. Abson W/C Ratio: Admixtures (specify) 3.5 oz. Daravair Ambient Temp 55 Truck No. 38 Ticket No. 241249 1 Slump Range: 1 4W Comments Conforms 1 X 1 Does Not Conform 1 • This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Repr except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Reviewed by: die , 11 .'� 1 1' 1.1 :,rw w.wa- amvn..Y"•M"YNl1`µPY ",(4111,'"•,. »� +.nr+- naun✓M.w •i!"1,MY. GE ED JAN 19 2001 COMMUNITY DEVELOPME ? "r t N •1 Ct U : v O` (1) W= W W 0 2 QQ u. W = d: Z = I— Z 0 W D p 0 0 En- al . 0I— LU . I._ -' — 0 III Z . U N , O Z IC01 lea Owner's Rep 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 -3-01 7 6x12 28.34 28.69# 97,500 3440 C39 x ASTM C 78 ASTM C 109/109M Compressive Flexural x 1 Cnnfnrms 1 Does Not Conform 1 Owner's Rep Contractor Architect 1 Building Dept. Engineer 1 Batch Plant 01 ."0 ROSENAU & ASS'CIATES, 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 Job Number: 00-630 I Report Number: 1 002 I Permit Number: 1 D2000 -353 Project: Sounder Commuter Rail Station — Tukwila _ Address: 7301 S. 158 St., Tukwila Client: O'Brien Kreitzberg Date: 27 December 2000 Inspected the placement at Resteel is grade 1 , as specified, from Placement Data Supplier: Glacier NW Mix Number: 3150 Max Slump Allowed: 5" Total Yards Placed: 17 Placed Via: Trackhoe bucket Vibrated: No Required psi (f'c): 3000 Sample Data Cast Samples: 1-5 Cast Samples: Cast Samples: Weather: 1 Cloudy Date Samples Picked Up: 112 -28-00 Footings/piles at station 198 proceeding north. Footings unreinforced with hold down /anchor plates placed per detail 7 on sheet, 2 placed at far S end, all from station 198 to 0 placed. Cement (sack/type/lbs.): I /11 470 Sand (lbs.): 1375 Aggregate ( size/lbs.): 1780 3/8" Aggregate ( size/lbs.): Aggregate (size/lbs.): Fly Ash (lbs.) Water (Ibs. /gal): 267 Slump 5W Yards 17 Architect: MBT Engineer: KPFF Contractor CA Carey Inspector: J. Abson/ T. Christie Batch Weights Air Content 5.9 Concrete Temp 61 WIC Ratio: Admixtures (specify) 3.5 oz. Daravair Ambient Temp 52 Truck No. 33 Ticket No. 238630 Slump Range: 1 3" — 5 Y" Comments * Maximum slump exceeded I Conforms 1 1 Does Not Conform 1 * • Reviewed by: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from ourfirm is strictly prohibited. Page 1 of 1 '. RI. �' °__w.,u.++M..... r.. •, n, rrw' s+. M-.,:.. n+., r.. m..., rv .. r .... ��,.. �...,,..« ...R nsa rts,eroux.s�reer«arn.aaenaL u&�u Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Specimen Number Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with Resteel is grade 1 1 as specified, from 1 1-4-01 Batch Weights 7 6x12 28.27 28.37# 102,760 3630 ASTM C39 x 3.5 oz. Daravair Total Yards Placed: 18 Aggregate (size/lbs.): Placed Via: Trackhoe bucket Aggregate (size/lbs.): Vibrated: No Fly Ash (lbs.): ASTM C 78 Required psi (ft): 3000 Water (lbs. /gal): 267 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp ASTM C 109/109M Ticket No. Cast Samples: 1-4 18 4'/." 6.0 59 45 564 241418 Cast Samples: Cast Samples: Compressive x Weather: 1 Cloudy Slump Range: 1 4' " —43/4" Date Samples Picked Up: 1 12 -29-00 Flexural 1 f!nnfnnn: I X I Does Not Conform 1 1 (`nnfnems 1 Does Not Conform 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158 St., Tukwila Architect 1 Building Dept. Date: 28 December 2000 Engineer 1 Batch Plant Job Number: 1 00-630 1 Report Number: 1 uus t rermut minuet. , la GVVV Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor. CA Carey Date: 28 December 2000 Inspector: J. Abson Inspected the placement at Footings/pilings at station 278 heading south. All east side completed. Footings unreinforced with anchor plates placed per detail 7 on sheet PS -03. Resteel is grade 1 1 as specified, from , Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): 1 /11 470 W/C Ratio: Mix Number. 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 18 Aggregate (size/lbs.): Placed Via: Trackhoe bucket Aggregate (size/lbs.): Vibrated: No Fly Ash (lbs.): Required psi (ft): 3000 Water (lbs. /gal): 267 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 18 4'/." 6.0 59 45 564 241418 Cast Samples: Cast Samples: Weather: 1 Cloudy Slump Range: 1 4' " —43/4" Date Samples Picked Up: 1 12 -29-00 Comments 1 f!nnfnnn: I X I Does Not Conform 1 OT ROSENAU & ASSC,IATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory • CONCRETE REPORT Reviewed by: ((4,,61 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 ze 0 0` U) C: w LL W O• .1 N d I Z 1— O Z t- 0 0 --' 0 1— w Z • Z tll U =j Z 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 1 -5 -01 7 6x12 28.39 28.10 78,980 2780 ASTM C39 x Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size /lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 18 Aggregate (size /lbs.): Placed Via: Trackhoe bucket ASTM C 78 Vibrated: No Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs. /gal): 267 Sample Data Yards Slump ASTM C 109/109M Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 18 5" 5.7 60 42 31 241513 Cast Samples: Compressive x Flexural Date Samples Picked Up: 1 12 -29-00 Comments 1 .._ -a 1 V 1 Mum 111..4 f`..nlnnn 1 1 "--8........... 1 n.....• RI... CnnMren 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158"' St., Tukwila Architect 1 Building Dept. Date: 29 December 2000 Engineer 1 Batch Plant Job Number: 1 00-630 1 Report Number: 1 004 1 Permit Number: 1 D2000 -353 Project: Sounder Commuter Rail Station — Tukwila Architect MBT Address: 7301 S. 158"' St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor. CA Carey Date: 29 December 2000 Inspector. J. Abson Inspected the placement at Footings /pilings at W side of tracks, station 0. 58 footings placed this day, footings unreinforced. Anchor plates placed according to detail 7 on sheet PS -03. Resteel is grade 1 1 , as specified, from Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /11 470 W/C Ratio: Mix Number. 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size /lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 18 Aggregate (size /lbs.): Placed Via: Trackhoe bucket Aggregate (size/lbs.): Vibrated: No Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs. /gal): 267 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 18 5" 5.7 60 42 31 241513 Cast Samples: Cast Samples: Weather: l Cloudy Slump Range: 1 41/2" — 5" Date Samples Picked Up: 1 12 -29-00 Comments 1 .._ -a 1 V 1 Mum 111..4 f`..nlnnn 1 0770 ROSENAU & ASSN CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 TeI:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT • C . Reviewed by: Crrtx--. 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 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 1 -9-01 7 6x12 28.32 28.88# 116,710 4120 ASTM C39 x Mix Number. 3150 Sand (lbs.): 1422 Admixtures (specify) Max Slump Allowed: 5" Aggregate ( size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: Aggregate (size/lbs.): ASTM C 78 Aggregate ( size/lbs.): Vibrated: No Fly Ash (lbs.): Required psi (f c): 3000 Water (Ibs. /gal): 120 Sample Data Yards ASTM C 109/109M Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 4' 62 48 202 238919 Cast Samples: Compressive x Cast Samples: Flexural Weather: 1 Partly doudy 1 Slump Range: 1 Date Samples Picked Up: 1 1 -2 -01 Comments 1 n...s....... 1 Y 1 n...m hint Cnnfnnn 1 i .►...s....... 1 rt•wst tint Cnnfeem 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158 St., Tukwila Architect 1 Building Dept. Date: 2 January 2001 Engineer 1 Batch Plant Job Number: 1 00-630 I Report Number: 1 005 1 r'ermn Numoer: 1 ucwu -o03 Project: Sounder Commuter Rail Station — Tukwila Architect MBT Address: 7301 S. 158 St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor. CA Carey Date: 2 January 2001 Inspector. D. Reid Inspected the placement at Piles (drilled 5' deep 1' in diameter) at east side of tracks for east row of 10' platform per approved reference details 7 /PS03) Resteel is grade 1 1 , as specified, from Placement Data Batch Weights Supplier: Glacier NW Cemen (sack/typeAbs.): I /11 468 W/C Ratio: Mix Number. 3150 Sand (lbs.): 1422 Admixtures (specify) Max Slump Allowed: 5" Aggregate ( size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: Aggregate (size/lbs.): Placed Via: Bucket Aggregate ( size/lbs.): Vibrated: No Fly Ash (lbs.): Required psi (f c): 3000 Water (Ibs. /gal): 120 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 4' 62 48 202 238919 Cast Samples: Cast Samples: Weather: 1 Partly doudy 1 Slump Range: 1 Date Samples Picked Up: 1 1 -2 -01 Comments 1 n...s....... 1 Y 1 n...m hint Cnnfnnn 1 0770 ROSENAU & ASS'CIATES, 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 • Reviewed by: c- ) 1(-614 6/ This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction d this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Z em u; 6 2 ` V . U 0 . 07 _1 J ww0 LL Q` = CJ , F- w Z � O Z c.) w W s w • 0 I . 1 7 : Z 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158 St., Tukwila Architect 1 Building Dept. Date: 26 December 2000 Engineer 1 Batch Plant Job Number: 1 00-630 1 Report Number: I (JU1 I remit rvumuer: 1 vLLAA. - JuNI Test Date Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 26 December 2000 Inspector: J. Abson Inspected the placement at Footings/pilings at E side of tracks station 270, heading north. 8 placed at this time. Footings unreinforced, post anchor (Simpson LCB44 or equiv.) placed per detail 7 on sheet PS-03. Resteel is grade 1 1 as specified, from 6x12 , Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number. 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 7 Aggregate (sizellbs.): 136,160 Placed Via: Trackhoe bucket Aggregate (size/lbs.): Vibrated: No Fly Ash (lbs.)* Required psi (f'c): 3000 Water (Ibs. /qal): 267 28.31 28.16# Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1 -3 7 4 %" 7.5 58 55 38 241249 Cast Samples: Compressive x Cast Samples: Flexural Weather: 1 Sunny w /douds Slump Range: 1 4'/," Date Samples Picked Up: 1 12 -27 -00 Comments 1 C f mts 1 X 1 Does Net Conform 1 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 -2 -01 7 6x12 28.35 29.29# 102,820 3630 ASTM C39 x 2 1 -23 -01 28 6x12 28.31 28.14# 136,160 4810 ASTM C 78 3 1 -23 -01 28 6x12 28.31 28.16# 147,430 5210 ASTM C 109/109M Compressive x Flexural I Conforms 1 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. Page 1 of 1 0770 ROSENAU & ASS" CIATES, 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 Reviewed by: • re 0 0 ' CD 0 W . 1-- u- W 0 2 g Q W Z =_ 1- O Z U co O N = W '; l— U H'= O l- Z 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158'" St., Tukwila Architect 1 Building Dept. Date: 27 December 2000 Engineer 1 Batch Plant Job Number: 1 00 -630 1 Report Number: 1 002 1 rermi' ivumoer: t vmuw-our .... Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158'" St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 27 December 2000 Inspector: J. Abson/ T. Christie Max Load (Lbs.) Inspected the placement at Footings/piles at station 198 proceeding north. Footings unreinforced with hold down /anchor plates placed per detail 7 on sheet, 2 placed at far S end, all from station 198 to 0 placed. Resteel is grade 1 1 as specified, from 1 -3 -01 , Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/bs.): I /11 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 17 Aggregate (size/lbs.): 6x12 Placed Via: Trackhoe bucket Aggregate ( size/lbs.): 137,630 Vibrated: No Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 267 28 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1 -5 17 5 W 5.9 61 52 33 238630 Cast Samples: Cast Samples: Compressive x Weather: 1 Cloudy Slump Range: 1 3" — 5W Date Samples Picked Up: 1 12 -28-00 Comments * Maximum slump exceeded * 1 r...s.....,ce 1 t near Net Conform 1 1 GH . .... 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 -3 -01 7 6x12 28.34 28.69# 97,500 3440 ASTM C39 x 2 1 -24 -01 28 6x12 28.35 28.70# 137,630 4850 ASTM C 78 3 1 -24 -01 28 6x12 28.35 28.79# 139,950 4940 ASTM C 109/109M 4* Compressive x Flexural I Conforms 1 x Does Not Conform 0170 ROSENAU & ASS'CIATES INC *Discarded • 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 Reviewed by: OAA. /` a '" " �" 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 ryaj( '1$'RYletut+N R4 '+** w�a .ntr+aaaFafclYY.. .pm?1+4r mnr...'rwx.eo.n• -M g..1?SMN11.+O.i Y..:,. v•• 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 1 -10 -01 7 6x12 28.26 28.84# 116,160 4110 ASTM C39 x Sand (lbs.): 1444 A Admixtures (specify) Max Slump Allowed: 5" A Aggregate (size/lbs.): 1780 3/8" 3 3.6 oz. Daravair Total Yards Placed: 15 A Aggregate (size/lbs.): Placed Via: Bucket A ASTM C 78 Vibrated: No F Fly Ash (lbs.): Required psi (fc): 3000 W Water (lbs. /gal): 114 Sample Data Y Yards S Slump C ASTM C 109/109M Concrete A Ambient T Truck T Ticket Cast Samples: 1 1-4 9 9 4 4" 6 6.0 6 62 2 205 2 238977 Cast Samples: Compressive x Flexural Weather: 1 Cloudy 1 Slump Range: 1 4 Date Samples Picked Up: 1 1 -2 -01 Comments 1 ..__s�M... 1 rt.— RIM r!nnfnmt 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila A Contractor Address: 7301 S. 158'" St., Tukwila E Architect 1 Building Dept. Date: 3 January 2001 I Engineer 1 Batch Plant Job Number: 1 00 -630 I Report Number: I 006 l Permit Numoer: 1 uzuw -353 Project: Sounder Commuter Rail Station — Tukwila A Architect: MBT Address: 7301 S. 158'" St., Tukwila E Engineer: KPFF Client: O'Brien Kreitzberg C Contractor. CA Carey Date: 3 January 2001 I Inspector: D. Reid Inspected the placement at P Piles (drilled 5' deep 1' in diameter) at east side of tracks for east row of 10' platform per approved reference details 7 /PS03). Also pies at flat platform at H cap ramp per 8/PS03 Resteel is grade 1 1 , as specified, from l l Placement Data I I Batch Weights Supplier: Glacier NW C Cement (sack/type/lbs.): I /11 470 W W/C Ratio: Mix Number: 3150 S Sand (lbs.): 1444 A Admixtures (specify) Max Slump Allowed: 5" A Aggregate (size/lbs.): 1780 3/8" 3 3.6 oz. Daravair Total Yards Placed: 15 A Aggregate (size/lbs.): Placed Via: Bucket A Aggregate (size/lbs.): Vibrated: No F Fly Ash (lbs.): Required psi (fc): 3000 W Water (lbs. /gal): 114 Sample Data Y Yards S Slump C Air C Concrete A Ambient T Truck T Ticket Cast Samples: 1 1-4 9 9 4 4" 6 6.0 6 62 2 205 2 238977 Cast Samples: Cast Samples: Weather: 1 Cloudy 1 Slump Range: 1 4 Date Samples Picked Up: 1 1 -2 -01 Comments • 0" TO ROSENAU & ASS_CIATES, INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel :(206) 725.4600 • Toll Free:(888) 070-4-US • Fax:(206) 723 -2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT 1 Coniom I 1 oes Reviewed by: / L'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 QQ �; Wes. JU U O; to o ; N W cow W0 Q ' H 0 Z i— . W 0 0 I- W W '. U. 1-V — i 0 Z, w 0 Z 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158 St., Tukwila Architect 1 Building Dept. Date: 4 January 2001 Engineer 1 Batch Plant Job Number: 1 00 -630 1 Report Number: 1 uut i reiumt ,"",uIu u. 1 "` " "" " "" Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 4 January 2001 Inspector: D. Reid Strength (psi) Ins • eced the • lacement at Piles at ram • and stairs • er • an reference details 8 /PS03. Resteel is grade 1 1 as specified, from 1 , Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /11 471 W/C Ratio: Mix Number. 3150 Max Slump Allowed: 5" Sand lbs.: 1462 Aggregate ( size/lbs.): 1780 3/8" Admixtures s • eci 3.5 oz. Daravair Total Yards Placed: 12 Aggregate (size/lbs.): Placed Via: Bucket Aggregate (size/lbs.): Vibrated: No Fly Ash (lbs.) Required psi (f c): 3000 Water (lbs. /gal): 194 ASTM C Sample Data .Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 4" 6.0 62 205 238977 Cast Samples: Cast Samples: Compressive x Weather: 1 Partly cloudy ISlump Range: 1 4" — 5" Date Samples Picked Up: 1 1 -5 -01 Comments Contractor used PVC pipe as tremie to displace water from northern — approx. 4 holes of ramp piles 1 etrinfnrrnot 1 X 1 Does Not Conform 1 1 GQ 1 nG•7v V 1 v 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 -11 -01 7 6x12 28.29 28.68# 92,960 3290 C39 x ASTM C ASTM C 109/109M Compressive x Flexural I Conforms 1 Does Not Conform • 0770 ROSENAU &ASS'CIATES 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 Reviewed by: C • Thls 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 Z o: w Wes` J U' 00 L - 1 .1 1 = ' i— N � tu CJ t-. w Z Z O ff, U� 0 - 0 w w LI U Q O Z Job Number: 1 00-630 1 Report Number: 1 008 1 Permit Number: 1 D2000-353 Owner's Rep Project: Sounder Commuter Rail Station – Tukwila Architect: MBT Address: 7301 S. 158`" St., Tukwila Engineer: KPFF Client: O'Brien Kreitzber Contractor. CA Carey Inspector: D. Reid Date: 5 January 2001 Engineer Inspected the placement at 1 Piles at East stairs and West stairs. Also 2" row at West side of tracks. Batch Plant Resteel is grade 1 1 , as specified, from Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /II 490 WIC Ratio: Mix Number: 3150 Sand (lbs.): 1448 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.4 oz. Daravair Total Yards Placed: 9 Aggregate (size/lbs.): Placed Via: Bucket Aggregate (size/lbs.): Vibrated: No Fly Ash (lbs.) Required psi (f'c): 3000 Water (Ibs./tal): 25.4 Gal Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 6" 6.5 62 50 196 241645 Cast Samples: Cast Samples: Compressive x Weather: 1 Cloudy – windy Slump Range: 1 Date Samples Picked Up: 1 1 -8 -01 Comments . -- -___ 1 v 1 ..--- .._...__f_-- m — 1 Owner's Rep Field Cure Contractor Size (In.) Architect 1 Buildinq Dept. Strength (psi) Engineer 1 Batch Plant 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 -12 -01 7 6x12 28.32 28.20# 74,890 2640 ASTM C39 x ASTM C 78 ASTM C 109/109M Compressive x Flexural 1 Conforms 1 Does Not Conform 0 "T0 ROSENAU & ASS'O'CIATES, 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 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 G.7 I RG.7Y1... u Owner's Rep 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 -15 -01 7 6x12 28.27 28.01# 99,980 3540 C39 x ASTM C ASTM C 109/109M Compressive Flexural x 1 Cnnfertns 1 Does Not ConfOnn 1 Owner's Rep Contractor Architect 1 Building Dept. Engineer 1 Batch Plant Job Number: I 00-630 I Report Number: I 009 I Permit Number: 1 02000 -353 MBT Address. 7301 S. 158 St., Tukwila KPFF Project: Sounder Commuter Rail Station — Tukwila Architect: m Engineer: Client: O'Brien Kreitzberg Contractor: CA Carey Date: 8 January 2001 Inspector: J. Abson/D. Mutschler Inspected the placement at I Footings at W end, lower sections footing #59 —76 and ramp footings 29 -35. Footings unreinforced. Resteel is grade 1 I , as specified, from Placement Data Batch Weights Supplier: Glacier NW Mix Number: 3150 Max Slump Allowed: 5" Total Yards Placed: 14 Placed Via: Bucket Vibrated: No Required psi (f'c): 3000 Sample Data Cast Samples: Cast Samples: 1-4 Weather: I Rainy Date Samples Picked Up: I 1 -9-01 Cement (sack/type/lbs.): I /11 470 1375 Sand (lbs.): Aggregate (size/lbs.): 1780 3/8' Aggregate (size/lbs.): Aggregate (size/lbs.): Fly Ash (lbs.): Water (lbs. /gal): 267 lbs. Yards 9 Slump 5Y: Air Content 6.6 Concrete Temp 59 W/C Ratio: Admixtures (specify) 3.5 oz. Daravair Ambient Temp Truck No. 49 213 Ticket No. 241730 Cast Samples: Slump Range: I Comments Conforms I X I Does Not Conform I • 0770 ROSENAU & ASS'CIATES, 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 Reviewed by: (Czo 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 .: at ra!"rrrzr=zs,..ta x.ro+t wn nrn:pm.,v- ...u.,•,vw,r.. twmoyo; "a.MxoCo nrK^ o,,. - re 2 LIJ UO : rn D CD UJ J I— W O '. g Q n' I— W . _ Z Hi O ' Z W U 0t - ` W W'. O . lil Z rn: 1 Z 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158 St., Tukwila Architect 1 Building Dept. Inspector: J. Abson Engineer 1 Batch Plant Job Number: 1 00 -630 1 Report Number: I 010 1 Permn 'warner: 1 vcwu -ouo Test Date Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Date: 9 January 2001 Contractor. CA Carey Inspector: J. Abson Tested in general accordance with Inspected the placement at Ramp footings, upper remaining completed, lower #13 to end (southward). Footings unreinforced. 1 -16-01 Resteel is grade 1 1 as specified, from 7 , Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /11 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 14 Aggregate (size/lbs.): Placed Via: Bucket Aggregate (size/lbs.): ASTM C 78 Vibrated: No Fly Ash (lbs.): Required psi (f'c): 3000 Water (Ibs.Igal): 267 lbs. Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1 -3 9 4 W 62 41 202 242115 Cast Samples: Cast Samples: x Weather: 1 Slump Range: 1 Date Samples Picked Up: 1 1 -10-01 Comments 1 •....f......e 1 Y 1 Ilium Net Conform 1 • 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 -16-01 7 6x12 28.29 28.78# 104,710 3700 ASTM C39 x ASTM C 78 ASTM C 109/109M Compressive x Flexural 1 Conforms 1 Does Not Conform 07 TO ROSENAU & ASS CIATES, 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 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 Reviewed by: (. F r1 4 � Z re 2 a1 0 0 W W J W u_ w 0 44 J u. 0 d . I- w ' H Z �. F- O U 0 N ; 0 I— u! W O : u Z U W F -= '. 0 1- z 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158 St., Tukwila Architect 1 Building Dept. Date: 10 January 2001 Engineer 1 Batch Plant Job Number: 1 00-630 1 Report Number: 1 011 1 Permit Number: 1 D2000 -353 - Test Date Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 10 January 2001 Inspector: D. Reid Inspected the placement at 1 Piles at West row of West ramp and jut out per 8 /PS03. 1 -17 -01 Resteel is grade 1 1 , as specified, from 7 Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /11 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 8 Aggregate (size/lbs.): Placed Via: Bucket Aggregate (size/lbs.): ASTM C 78 Vibrated: No Fly Ash (lbs.) Required psi (f'c): 3000 Water (lbs. /gal): 267 lbs. Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1 -3 8 4" 61 54 213 242178 Cast Samples: Cast Samples: x Weather: 1 Clear w /sun Slump Range: 1 4" Date Samples Picked Up: 1 1 -11 -01 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 -01 7 4x8 12.50 8.56# 58,630 4690 ASTM C39 x ASTM C 78 ASTM C 109/109M Compressive x Flexural 1 Conforms 1 Does Not Conform 0770 0 ROSENAU & ASSTCIATES, 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 Reviewed by: 0 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 �w oo co 0 tn J N LL' w 0' N i 2 Z I— 0, Z 1` 2 W . U0 0 N ' 0 I— W W' 6' wt.) Z' - _! : O ~ Z Soil Moisture - Density Relationship 133 128 ,._ 12 .. N O 118 113 108 ZAV for Sp.G. = 2.65 i� ������������a� IlIIUfflhIII . him ►• i , I 4 6 8 10 12 14 16 Water content, Test specification: ASTM D 1557 -91 Procedure B Modified Oversize correction applied to each point Elev/ Classification Nat. Moist. Sp.G. LL PI % > 318 in. % < No.200 Depth USCS AASHTO SP A - 1 - a 7.6 Estimate NT NT 19.0 1.4 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density = 125 pcf Optimum moisture = 9.5 % 118 pcf i N c' 5 F Sam #1: Gray gravel graded sand with Project No. 00 -630 Client: O'Brien Kreitzberg FIT C ; ,101 Project: Sound Transit - Tukwila COI .; 1,1 i A t'A.: TY 7301 S. 158th Street, Tukwila DEM. ';:;i_ I • Location: East Keystone Wall Remarks: Date Obtained: 1 - 29 - 01 Tested By: A. Duong Reviewed By: ansen 0 — Soil Moisture - Density Relationship OTTO ROSENAU & ASSOCIATES, INC. re w. , or) coo N W ,. W g J d Z �! H O Z 2 UQ O N O H W W! F V 11 Z N E+ 0 z SIEVE ..:SIZE PERCENT FINER SPEC.' PERCENT PASS? (X =NO) .75 in. 100.0 .375 in. 81.0 #4 57.7 #10 38.1 1 3.2 #100 #200 1.4 100 90 80 70 W 60 LL Z 50 W U W 40 a 30 20 10 0 Soil Grain Size Distribution Report (ASTM C 136) s x s s x S s S S 500 100 10 GRAIN SIZE - mm % COBBLES 0.0 % GRAVEL 42.3 %SAND 56.3 %SILT I %CLAY 1.4 (no specification provided) Sample No.: 1 Source of Sample: Location: East Keystone Wall OTTO ROS E NAU & ASSOCIATES, INC. .�w Soil Description Sample #1: Gray Poorly graded sand with gravel PL= NT D85= 10.9 0 1.25 C 16.53 USCS= SP Atterbera Limits LL= NT PI= NT Coefficients 60= 5.12 D15= 0.454 C 0.98 Classification AASHTO= A - - Remarks Date Obtained: 1 -29 -01 Tested By: A. Duong Scale: 13008014 Reviewed By: W.nsen even: ORA8050 D50= 3.57 D10= 0.310 Client: O'Brien Kreitzberg Project: Sound Transit - Tukwila 7301 S. 158th Street, Tukwila Project No: 00 - 630 0.1 Date: 1 -30 -01 Elev./Depth: 0.01 0.001 LU U O : co 0 W W J N LL W O ;. g a CO — d` = 0. Z O '. Z F–( uj U U O N ' uy LL I - '• - ,Z LIJ U ■ 0 H Z Job Number: I 00-630 I Report Number: I ule 1 Permit Number. I = }.+..•.+.r.�.... Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 Street, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 3 -28 -01 Inspector: J. Abson Inspected the placement at ramp and slab on grade for bus shelters, 4 unreinforced footings for stairs at SE end of station ramp. Resteel is grade I 60 1 as specified, from Birmingham Data Weights Placement WIC P.: : Supplier: Glacier Mix Number: 3150 Cement (sack/type/lbs.): I /II 470 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. daravair Total Yards Placed: 14%2" Aggregate (size/lbs.): Placed Via: chute Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required (f c): ;:0 Water (lbs. /gal): 267 psi .;;30003 Sampling and Casting of Samples (ASTM C 172, C 31 /C 192) Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9.5 5" 53 48 211 232873 Cast Samples: Cast Samples: • Weather: I cloudy Slump Range: 1 4W — 5" Date Samples Picked Up: 1 3 -29-0 Comments I r_nnsnrma I x I noes Not Conform I 0 ��O ROSENAU & ASSI INC. Construction Inspection & Material Testing_ 7 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 'w4vw:bttroitiji &com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory, , Specimen Number 1 2 3 4* Test Date 28.26# 28.25# 4-4-01 4 -25 -01 4 -25 -01 Field Cure Age (Days) 7 28 28 Size (In.) 6x12 6x12 6x12 Area (Sq.In.) 28.25 28.27 28.27 Weight 28.30# Max Load (Lbs.) 94,960 130,440 129,720 Strength (psi) 3360 4610 4590 Conforms I x Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural Does Not Conform x x *Discarded Copies to: Owner Architect Engineer Contractor Building Dept. 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 Z Q E. e: in Q J U ' U O rn W ` W =' W QQ LL -J co �. = d W Z' Z I-- O Z W W` U O' WW _ '. U. O. ll ! Z 1= _ ' ' • 0 ~ Z Specimen T Test F Field A Age S Size A Area " M Weight ( Max Load S Strength T Tested in general 1 1 1 -2 -01 7 7 6 6x12 28.35 2 29.29# 1 102,820 3 3630 A ASTM C39 x x _ _ 1 -23 -01 2 28 6 6x12 2 _ 2 28:14# 1 4810 A ASTM C 78 3 1 1 -23 -01 2 28 6 6x12 2 28.31 2 28.16# 1 147,430 5 5210 A ASTM C 109/109M 4 2 2 -20 -01 5 56 6 6x12 2 28.35 2 28.11# 1 143,680 5 5070 Compressive x x Flexural 1 ^ Owner's Rep Contractor Architect 1 Building Dept. Engineer 1 Batch Plant Job Number: I 00-630 I Report Number: I ow reMinn rvumoer: i vmwv -ate Project: Sounder Commuter Rail Station – Tukwila Architect: MBT Address: 7301 S. 158`" St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 26 December 2000 Inspector: J. Abson Inspected the placement at Footings /pilings at E side of tracks station 270, heading north. 8 placed at this time. Footings unreinforced, post anchor (Simpson LCB44 or equiv.) placed per detail 7 on sheet PS -03. Resteel is grade I I , as specified, from Placement Data • Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 7 Aggregate (size/lbs.): Placed Via: Trackhoe bucket Aggregate (size/lbs.): No Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 267 Air Concrete Ambient Truck Ticket Sample Data Yards Slump Content Temp • Temp No. No. Cast Samples: 1-4 7 4 %" 7.5 58 55 38 241249 Cast Samples: Cast Samples: Weather: I Sunny w /clouds Slump Range: 14 Y4" Date Samples Picked Up: 1 12 -27 -00 Comments I n....s ..... I Y I rfn.....• NM Cnnfnrrn 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 0": 0 ROSENAU & ASS CIATES, 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 I o onne An RECEIVED MAR !, G :'001 COMMUNITY , DEVELO Ty C �r,�tN ��' W J o: U 0 .' U) U) !L J � . u) 0 J u. <.. c I-- W T' Z 1.- 1- 0 Z !– M U0 0- 0 UJ u u Z V , Z Cu 0 0 1– Z Job Number: I 00-630 I Report Number: I ow reMinn rvumoer: i vmwv -ate Project: Sounder Commuter Rail Station – Tukwila Architect: MBT Address: 7301 S. 158`" St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 26 December 2000 Inspector: J. Abson Inspected the placement at Footings /pilings at E side of tracks station 270, heading north. 8 placed at this time. Footings unreinforced, post anchor (Simpson LCB44 or equiv.) placed per detail 7 on sheet PS -03. Resteel is grade I I , as specified, from Placement Data • Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 7 Aggregate (size/lbs.): Placed Via: Trackhoe bucket Aggregate (size/lbs.): No Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 267 Air Concrete Ambient Truck Ticket Sample Data Yards Slump Content Temp • Temp No. No. Cast Samples: 1-4 7 4 %" 7.5 58 55 38 241249 Cast Samples: Cast Samples: Weather: I Sunny w /clouds Slump Range: 14 Y4" Date Samples Picked Up: 1 12 -27 -00 Comments I n....s ..... I Y I rfn.....• NM Cnnfnrrn 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 0": 0 ROSENAU & ASS CIATES, 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 I o onne An RECEIVED MAR !, G :'001 COMMUNITY , DEVELO Ty C �r,�tN ��' W J o: U 0 .' U) U) !L J � . u) 0 J u. <.. c I-- W T' Z 1.- 1- 0 Z !– M U0 0- 0 UJ u u Z V , Z Cu 0 0 1– Z • 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 0": 0 ROSENAU & ASS CIATES, 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 I o onne An RECEIVED MAR !, G :'001 COMMUNITY , DEVELO Ty C �r,�tN ��' W J o: U 0 .' U) U) !L J � . u) 0 J u. <.. c I-- W T' Z 1.- 1- 0 Z !– M U0 0- 0 UJ u u Z V , Z Cu 0 0 1– Z 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158 St., Tukwila Architect 1 Building Dept. Date: 27 December 2000 Engineer 1 Batch Plant Job Number: I 00 -630 I Report Number: I 002 - Corrected 1 Permit Number: I D2000 -353 Test Date Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 27 December 2000 Inspector: J. Abson/ T. Christie Inspected the placement at Footings/piles at station 198 proceeding north. Footings unreinforced with hold down /anchor plates placed per detail 7 on sheet, 2 placed at far S end, all from station 198 to 0 placed. Resteel is grade I I , as specified, from 6x12 Placement Data Batch Weights Supplier: Glacier NW Cemen (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 17 Aggregate (size/lbs.): 137,630 Placed Via: Trackhoe bucket Aggregate (size/lbs.): Vibrated: No Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 267 28.35 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1 -5 17 5W 5.9 61 52 33 238630 Cast Samples: 56 6x12 28.30 28.69# 148,440 5250 Compressive Cast Samples: Weather: I Cloudy Slump Range: I 3" — 5 W Date Samples Picked Up: 112 -28 -00 Comments * Maximum slump exceeded 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 -3 -01 7 6x12 28.34 28.69# 97,500 3440 ASTM C39 x 2 1 -24 -01 28 6x12 28.35 28.70# 137,630 4850 ASTM C 78 3 1 -24 -01 28 6x12 28.35 28.79# 139,950 4940 ASTM C 109/109M 4 2 -21 -01 56 6x12 28.30 28.68# 146,310 5170 5 2 -21 -01 56 6x12 28.30 28.69# 148,440 5250 Compressive x Flexural I Conforms 1 x Does Not Conform 0'T0 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 • 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 3'- _ . ENEM5 z re U, 00 . ra W = ' J � CO O W q J. LL = ` I— W' Z I— O Z I— W U O. - s 0 I— W W U p ' Ii Z '. rJ Z 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158 St., Tukwila Architect 1 Building Dept. Date: 29 December 2000 Engineer 1 Batch Plant Job Number: I 00-630 I Report Number: I 0U4 I rerma Numoer: 1 IJGVVU - . Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 29 December 2000 Inspector: J. Abson Inspected the placement at Footings/pilings at W side of tracks, station 0. 58 footings placed this day, footings unreinforced. Anchor plates placed according to detail 7 on sheet PS -03. Resteel is grade I I as specified, from , Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 18 Aggregate (size/lbs.): Placed Via: Trackhoe bucket Aggregate (size/lbs.): Vibrated: No Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 267 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 18 5" 5.7 60 42 31 241513 Cast Samples: Cast Samples: _ Weather: I Cloudy Slump Range: I 4 W — 5" Date Samples Picked Up: 112 -29 -00 Comments I .....r..... I Y I Mum Not Conform I • 0 ROSENAU & ASS CIATES 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: Specimen Number 1 2 3 4 Test Date 1 -5 -01 1 -26 -01 1 -26 -01 2 -23 -01 Field Cure 28 28 Age (Days) 7 56 Size (In.) 6x12 6x12 6x12 6x12 Area (Sq.ln.) 28.39 28.32 28.32 28.34 Weight 28.10# 28.21# 28.17# 28.28# Max Load (Lbs.) 78,980 122,980 121,430 125,920 Strength (psi) 2780 4340 4290 4440 I Conforms I x Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural Does Not Conform x x 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 Z f- w U co w= - N LL ; W } 0 ' J u. = d ; 1 -W Z � 1- O Z H, 2 O I-• W W ' H U u_ O ' • Z , = 'r 0 1— z Job Number: I 00-630 I Report Number: I 012 I Permit Number: I D2000 -353 "0 Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 Street, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 1 -24 -01 Inspector: C. Bechtold Max Load (Lbs.) Inspected the placement at I augered piers for SE staircase, 3 at SW platform NW staircase. Tested in general accordance with I I 1 Placement Data Batch Weights 7 Supplier: Glacier Cement (sack/type/lbs.): I /II 469 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1448 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 8 Aggregate (size/lbs.): 4x8 Placed Via: bucket Aggregate (size/lbs.): 60,230 Vibrated: no Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 25.8 gal. 28 4x8 Sampling and Casting of Samples (ASTM C 172, C 31 /C 192) Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1 -3 8 4'/1 58 47 557 243224 Cast Samples: Cast Samples: x Weather: I drizzle Slump Range: I Date Samples Picked Up: I 1 -25 -01 Comments I Cnnfnrins I it '1 Does Not Conform I I G%7 1 "0 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 -31 -01 7 4x8 12.57 8.24# 42, 950 3420 ASTM C39 x 2 2 -21 -01 28 4x8 12.56 8.27# 60,230 4800 ASTM C 78 3 2 -21 -01 28 4x8 12.56 8.31# 67,770 5400 ASTM C 109/109M Compressive x Flexural I rtnninrena I It Dees Not Conform Copies to: Owner Architect Engineer Contractor Building Dept. 0" ROSENAU & ASS 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 Reviewed by: 4L , ; 1( ..i 41 ( ) 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 . e ,4 35,, i ' .rt'Mv , , ; .0 .. MlStiP.WN W!v .....,,,o tw ifS tmv.v re 1i o o0 to 0' U) J I ' F` CO u 0 ' g -j I— Ili Z �..! Z uj U In == I0 u- O `; ti Z • 0I— U- U ■�vV Vr.v Project: Sounder Commuter Rail Station — Tukwila 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 -1 -01 Batch Weights 7 4x8 12.57 8.37# 51,310 4080 ASTM C39 x 2 2 -22 -01 Total Yards Placed: 6. 28 4x8 12.54 8.38# 70,430 5620 ASTM C 78 3 2 -22 -01 Conc. Temp C 1064 28 4x8 12.54 8.37# 70,610 5630 ASTM C 109/109M Cast Samples: 1 -3 6 4 W 57 44 194 243312 Cast Samples: Cast Samples: Compressive x Weather: I clear Slump Range: I Date Samples Picked Up: I 1 -26 -01 Flexural 1 e±..si..... . I v I Dees Not Conform I I ennf..rm. - I Y noes Not Conform Job Number: I 00 -630 I Report Number: I u1 i I rermr plum eI. i Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 Street, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 1 -25-01 Inspector: D. Reid Inspected the placement at I piles at NW stairs. PlacementlData Batch Weights Supplier: Glacier Cement (sack/type/lbs.): I /II 471 WIC Ratio: Mix Number: 3150 Sand (lbs.): 1456 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1776 3/8' 3.3 oz. Daravair Total Yards Placed: 6. Aggregate (size/lbs.): Placed Via: chute/bucket Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 24 qal. Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Sampling and Casting of Samples (ASTM C 172, C 31/C 192) Yards Slump C 143 Air % C 231 Cast Samples: 1 -3 6 4 W 57 44 194 243312 Cast Samples: Cast Samples: Weather: I clear Slump Range: I Date Samples Picked Up: I 1 -26 -01 Comments 1 e±..si..... . I v I Dees Not Conform I OTO ROSENAU & ASS^'CIATES 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 L. D200 -353 Copies to: Owner Architect Engineer Contractor Building Dept. 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 Reviewed by: (� '` t 6 " . z w 0 0 � • w H • u_ w o g Q • d = z� 1- 0 w U O � 0 F- W u i I— V . u. f- t L Z , I . 0 1- Z - r Owner Project: Sounder Commuter Rail Station - Tukwila Contractor Address: 7301 S. 158 Street, Tukwila Architect Client: O'Brien Kreitzberg Building Dept. Date: 2 -8 -01 Engineer Inspected the placement at Job Number: 1 00 -630 1 Report Number: I 014 I Permit Number: I LJ UUU -.as Test Date Project: Sounder Commuter Rail Station - Tukwila Architect: MBT Address: 7301 S. 158 Street, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 2 -8 -01 Inspector: D. Reid, T. Christie Inspected the placement at turn pad at east side with no resteel per 5 /PA03. Advised contractor of cold weather placement procedures. 1 1 6x12 Placement Data Batch Wei3hts 72,390 Supplier: Glacier Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3.5 oz. daravair Total Yards Placed: 9 Aggregate (size /lbs.): Placed Via: chute Aggregate (size/lbs.): Vibrated: rodded Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 267 Sampling and Casting of Samples (ASTM C 172, C 31/C 192) Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1 -4 9 4W 56 36 210 243861 Cast Samples: Compressive x Cast Samples: Flexural Weather: 1 35° w /snow Slump Range: 1 4'/" Date Samples Picked Up: 1 2 -9 -01 Comments i n....s......- I .. I ,here hint Cnnfnrrn 1 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 -15 -01 7 6x12 28.31 27.40# 72,390 2560 ASTM C39 x ASTM C 78 ASTM C 109/109M Compressive x Flexural t Conforms 1 Does Not Conform 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. 070 ROSENAU & ASS'CIATES, 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 Reviewed by: Page 1 of 1 6(1a4G— A,V4-utsi Job Number: I 00 -630 I Report Number: I uio I rue inn eluneu' , D2000353 Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 Street, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 2 -12 -01 Inspector: D. Helgeson Inspected the placement at slab on grade. Sidewalk north end of east parking lot. Sidewalk is being placed in sections and there were five sections placed today. I Placement • Batch Weights Supplier: Glacier Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3.5 oz. daravair Total Yards Placed: 13 Aggregate (size/lbs.): Placed Via: chute Aggregate (size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (f c): 3000 Water (lbs. /gal): 267 Sampling and Casting of Samples Slump Air % Conc. Temp Ambient Truck Ticket (ASTM C 172, C 31/C 192) Yards C 143 C 231. C 1064 Temp No. No. Cast Samples: 1-4 9.5 5" 52° 40° 167 266817 Cast Samples: Cast Samples: Weather: I clear and cold Slump Range: I Date Samples Picked Up: 12 -13 -01 Comments I Maninm Y re I I noes Not Conform I Copies to: Owner Architect Engineer Contractor Building Dept. 0' -- TO ROSENAU & AS° 1CIATES, 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: • Specimen Number 1 Test Date 2 -19 -01 Field Cure Age (Days) 7 Size (In.) 6x12 Area (Sq.ln.) 28.31 Weight 27.50# Max Load (Lbs.) 80,730 Strength (psi) 2850 Conforms I Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural Does Not Conform x x - 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 Z Z re w 2 a 0 0 0 N W = J CO U. g Q` N D' d 1— al I Z � I— 0 Z t — 11 W 2 p ! 0 - 13 1— W W! H u. O '. l U- O Z Copies to: Owner Architect Engineer Contractor Building Dept. 0' -- TO ROSENAU & AS° 1CIATES, 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: • Specimen Number 1 Test Date 2 -19 -01 Field Cure Age (Days) 7 Size (In.) 6x12 Area (Sq.ln.) 28.31 Weight 27.50# Max Load (Lbs.) 80,730 Strength (psi) 2850 Conforms I Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural Does Not Conform x x - 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 Z Z re w 2 a 0 0 0 N W = J CO U. g Q` N D' d 1— al I Z � I— 0 Z t — 11 W 2 p ! 0 - 13 1— W W! H u. O '. l U- O Z Job Number: I 00-630 I Report Number: I uio I rer nm utlunlUC,. 1 : < <,,«,I.,., -..,., Specimen Number Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 Street, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 2 -13 -01 Inspector: D. Helgeson Tested in general accordance with Inspected the placement at I slab on grade. Sidewalk north end of east parking lot, three sections of sidewalk. 7 6x12 -H 28.10# Batch Weights 3290 Placement x Supplier: Glacier Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" ASTM C 78 Aggregate ( size/lbs.): 1780 3.5 oz. daravair Total Yards Placed: 6.5 Aggregate (size/lbs.): Placed Via: chute Aggregate ( size/lbs.): Vibrated: no Fly Ash (lbs.): Required psi (fc): 3000 Water (lbs. /gal): 267 Sampling and Casting of Samples (ASTM C 172, C 31/C 192) Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 6.5 4 %" x 54° 42° 33 267529 Cast Samples: Flexural Cast Samples: Weather: I clear Slump Range: I 4 %" Date Samples Picked Up: 1 2 -14 -01 Comments I r•.."s....... I Y I Ileum NM Conform I Copies to: Owner Architect Engineer Contractor Building Dept. 0 ROSENAU & AS` -) CIATES, 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 Reviewed by: e itat , -/Z-Vame 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 00 W 0 W W J : Cn W0 g Q, - O H W Z 0 W ; 0 - 0I- w W - O` IL Z co O ff' Z 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 -20 -01 7 6x12 28.35 28.10# 93,300 3290 ASTM C39 x ASTM C 78 ASTM C 109/109M Compressive x Flexural I Conforms I Does Not Conform Copies to: Owner Architect Engineer Contractor Building Dept. 0 ROSENAU & AS` -) CIATES, 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 Reviewed by: e itat , -/Z-Vame 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 00 W 0 W W J : Cn W0 g Q, - O H W Z 0 W ; 0 - 0I- w W - O` IL Z co O ff' Z Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 221 West Gowe Street, Kent Engineer: KPFF Client: O'Brien Kreitzberg Contractor. CA Carey Date: 29 January 2001 Inspector: I. Ruoff Standard Count Data Environmental Conditions Nuke ID Wet X1 H2O X1 Ambient Temperature Weather C 15229 .89 9416 .99 42 Cloudy Soil Aggregate (ASTM D 2922) Asphalt (ASTM D 2960) Direct Transmission: x Backscatter. x AC Mode/Backscatter: Wet Density Screen: Soil Material Data Asphalt Material Data Material Description Source Lab Density Asphalt Supplier Mix ID No. Asphalt Class Asphalt Temp. Rice Density Crushed Recycled Concrete 118 Test Results Test # Location Elevation Wet Density Moisture Content Dry Density Lab Density Comp % 1 S. of the E. keystone wall (backscatter) 22 124.3 11.25 111.7 118 95 2 S. of the E. keystone wall (direct transmission) 22 120.7 11.07 108.6 118 92 / 3 S. of the E. keystone wall (backscatter) 20 114.2 12.44 101.5 118 86 ,-' 4 S. of the E. keystone wall (direct transmission) 20 116.7 12.36 103.9 118 88 L d Specification Requirement I 95 % Compaction I I Conforms I I Does Not Conform I x Job Number: I Copies to: 00-630 Test locations 2-4 require additional compaction and retesting. Owner Architect Contractor Building Dept. 070 ROSENAU & ASclCIATES, 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 FIELD DENSITY REPORT I Report Number: omments 001 I Permit Number: I D2000 -353 Reviewed by: 66 /L Y " Engineer This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau 8 Associates, Inc. Rep rarpfEj r /oE I) except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 FEB 2 2 2001 COMMUNITY DEVELOPMENT ........,..r=.:.., +v,.• ...,... ...�- «wluacs a.nv...m �v. �c ,.- ....:..- ,..�..s.,ny..w.,.�__ �U 00 to o: (/) W� I- LL , 0 i gQ u) Z Z I— 0 Z !— W uj U O ' 0 - CI I— W f— V ,, — Z ; U co Z Job Number: I Project: Sounder Commuter Rail Station — Tukwila Address: 221 West Gowe Street, Kent Client: O'Brien Kreitzberg Date: 30 January 2001 Standard Count Data Nuke ID C Direct Transmission: Material Description Crushed Recycled Concrete Test 1 2 3 Wet 15376 00-630 I Report Number: X1 .97 x H2O 9415 Backscatter. Source Test locations are retests from 1- 29-01. X .99 Soil Aggregate (ASTM D 2922) x Soil Material Data Lab Density 118 Location S. of the E. keystone wall (backscatter) S. of the E. keystone wall (backscatter) S. of the E. keystone wall (direct transmission) Specification Requirement I 95 % Compaction Architect: MBT Engineer: KPFF Contractor. CA Carey Inspector: I. Ruoff Environmental Conditions Ambient Temperature Weather Cloudy Asphalt (ASTM D 2960) 41 AC ModelBackscatter: Asphalt Supplier Test Results Elevation 20 22 22 I I Comments 002 I Permit Number: I Wet Density 133.3 135.2 Mix ID No. 133.8 Asphalt Material Data Moisture Content 15.25 15.59 15.37 D2 000 Wet Density Screen: Asphalt Class Dry Density 115.7 116.9 116.0 Asphalt Temp. Lab Density 118 118 118 Conforms I .z_ x I Does Not Conform I • 0'1 i 0 ROSENAU & ASS �� 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 FIELD DENSITY REPORT Reviewed by: • v � - 1 .` = 353 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 Rice Density Comp 98 99 98 W , uu 0 0. rn WW J Wu. W 0 i J I- W Z Z !- 0 0 0 I- W H U - ~O r • 11/ Z Ham;. 0 z� Owner Contractor Architect Building Dept. Engineer Job Number: I Project: Sounder Commuter Rail Station — Tukwila Address: 221 West Gowe Street, Kent Client: O'Brien Kreitzberg Date: 30 January 2001 Standard Count Data Nuke ID C Direct Transmission: Material Description Crushed Recycled Concrete Test 1 2 3 Wet 15376 00-630 I Report Number: X1 .97 x H2O 9415 Backscatter. Source Test locations are retests from 1- 29-01. X .99 Soil Aggregate (ASTM D 2922) x Soil Material Data Lab Density 118 Location S. of the E. keystone wall (backscatter) S. of the E. keystone wall (backscatter) S. of the E. keystone wall (direct transmission) Specification Requirement I 95 % Compaction Architect: MBT Engineer: KPFF Contractor. CA Carey Inspector: I. Ruoff Environmental Conditions Ambient Temperature Weather Cloudy Asphalt (ASTM D 2960) 41 AC ModelBackscatter: Asphalt Supplier Test Results Elevation 20 22 22 I I Comments 002 I Permit Number: I Wet Density 133.3 135.2 Mix ID No. 133.8 Asphalt Material Data Moisture Content 15.25 15.59 15.37 D2 000 Wet Density Screen: Asphalt Class Dry Density 115.7 116.9 116.0 Asphalt Temp. Lab Density 118 118 118 Conforms I .z_ x I Does Not Conform I • 0'1 i 0 ROSENAU & ASS �� 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 FIELD DENSITY REPORT Reviewed by: • v � - 1 .` = 353 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 Rice Density Comp 98 99 98 W , uu 0 0. rn WW J Wu. W 0 i J I- W Z Z !- 0 0 0 I- W H U - ~O r • 11/ Z Ham;. 0 z� Job Number: I Project: Sounder Commuter Rail Station — Tukwila Address: 221 West Gowe Street, Kent Client: O'Brien Kreitzberg Date: 2 February 2001 Standard Count Data Nuke ID B Wet 17446 00-630 I Report Number: X1 .97 H2O 21348 Soil Aggregate (ASTM D 2922) Direct Transmission: J x l Backscatter. I Soil Material Data Material Description Grey poorly graded sand w /gravel Test 1 Source Import Location Upper ramp, keystone wall, E. side Specification Requirement I 90 X 1 1.0 Lab Density 118 % Compaction I 003 Architect: MBT Engineer: KPFF Contractor. CA Carey Inspector: J. Abson Environmental Conditions Ambient Temperature Weather Clear w /rain showers Asphalt (ASTM D 2960) Wet Density Screen: 47 AC Mode/Backscatter: Asphalt Supplier Test Results Elevation -3' Comments Wet Density Mix ID No. 120.8 I Permit Number: Asphalt Material Data Moisture Content 11.32 Asphalt Class Dry Density 108.5 Asphalt Temp. Lab Density 118.0 Conforms I x I Does Not Conform I • O') 10 ROSENAU & ASS :;CIATES, 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 FIELD DENSITY REPORT Reviewed by: /1. D2000.353 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 Rice Densi Comp 92 Z W - Jo 0O ` CO 0 WI CO W H ' 0 `; Z Lu D 0 W H 0 LL 0 , 111 01- z Contractor Architect Building Dept. I Owner Engineer I Job Number: I Project: Sounder Commuter Rail Station — Tukwila Address: 221 West Gowe Street, Kent Client: O'Brien Kreitzberg Date: 2 February 2001 Standard Count Data Nuke ID B Wet 17446 00-630 I Report Number: X1 .97 H2O 21348 Soil Aggregate (ASTM D 2922) Direct Transmission: J x l Backscatter. I Soil Material Data Material Description Grey poorly graded sand w /gravel Test 1 Source Import Location Upper ramp, keystone wall, E. side Specification Requirement I 90 X 1 1.0 Lab Density 118 % Compaction I 003 Architect: MBT Engineer: KPFF Contractor. CA Carey Inspector: J. Abson Environmental Conditions Ambient Temperature Weather Clear w /rain showers Asphalt (ASTM D 2960) Wet Density Screen: 47 AC Mode/Backscatter: Asphalt Supplier Test Results Elevation -3' Comments Wet Density Mix ID No. 120.8 I Permit Number: Asphalt Material Data Moisture Content 11.32 Asphalt Class Dry Density 108.5 Asphalt Temp. Lab Density 118.0 Conforms I x I Does Not Conform I • O') 10 ROSENAU & ASS :;CIATES, 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 FIELD DENSITY REPORT Reviewed by: /1. D2000.353 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 Rice Densi Comp 92 Z W - Jo 0O ` CO 0 WI CO W H ' 0 `; Z Lu D 0 W H 0 LL 0 , 111 01- z 0 ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT Job Number: I 00 -630 I Report Number: I 006 I Permit Number: I D2000 -353 Architect: MBT Engineer: KPFF Project: Sounder Commuter Rail Station — Tukwila Address: 7301 S. 158`" St., Tukwila Client: O'Brien Kreitzberg Contractor. CA Carey Date: 3 January 2001 Inspector. D. Reid Inspected the placement at I Piles (drilled 5' deep 1' in diameter) at east side of tracks for east row of 10' platform per approved reference details 7 /PS03). Also piles at flat platform at H cap ramp per 8 /PS03 Resteel is grade I l , as sp ecified, from Placement Data Supplier: Glacier NW Mix Number: 3150 Max Slump Allowed: 5" Total Yards Placed: 15 Placed Via: Bucket Vibrated: No Required psi (f'c): 3000 Sample Data Cast Samples: 1-4 Cast Samples: Cast Samples: Weather: I Cloudy Date Samples Picked Up: 11 -2 -01 Cement (sack/type/lbs.): I /II 470 Sand (lbs.): 1444 Aggregate (size/lbs.): 1780 3/8" Aggregate (size/lbs.): Aggregate (size/lbs.): Batch Weights Fly Ash (lbs.): Water (lbs. /gal): 114 Air Concrete Content Slump Temp 62 Yards 9 i 4' 6.0 W/C Ratio: Admixtures (specify) 3.6 oz. Daravair Ambient Temp Truck Ticket No. No. 205 238977 1 Slump Range: 14 W Comments Conforms I X I Does Not Conform I TEST RESULTS Specimen Number 1 2 3 4* Test Date 1 -10 -01 1 -31 -01 1 -31 -01 Field Cure Age (Days) 7 28 28 Size (in.) 6x12 6x12 6x12 Area (Sq.ln.) 28.26 28.32 28.32 Weight 28.84# 28.92# 28.86# Max Load (Lbs.) 116,160 151,970 151,530 I Conforms Strength (psi) 4110 5370 5350 Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural I x Does Not Conform x *Discarded Copies to: 1 Owner's Rep Contractor Architect 1 Building Dept. Reviewed by: Engineer 1 Batch Plant 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 wA omx ,,,ro - nyftvre tWit9 k r,47.WPPYA amtrrt MY.A.,WmtiNf'flf!s?'+rit 4+970141 ettWa!k'dlliliWYM c Z 6 2 —1 C.) U u) ww J �- W O g d � 11 Z l- O w U �! N? O t— W uj I- • O 111 Z ' c. O ' z Job Number: 00-630 Re • ort Number: Pro'ect: Sounder Commuter Rail Station - Tukwila Address: 7301 S. 158 St., Tukwila Client: O'Brien Kreitzber Date: 4 Janua 2001 Contractor. CA Care Ins • ector: D. Reid Ins • edited the • lacement at Piles at ram • and stairs • er • Ian reference details 81PS03. Resteel is • rade as s • ecified, from Placement Data Max Slum • Allowed: Total Yards Placed: Bucket Placed Via: Vibrated: No Re . uired • si f'c : 3000 Sam to Data Batch Wel hts Cement sa e/lbs. : IIII 471 Sand lbs. : A • • r - • ate size/lbs. : 1780 3/8" A • • r • ate size/Ibs. : A • • r - • ate size/lbs. : Yards Concrete Tem 3.5 oz. Daravair Ambient Tem Truck No. Partl cloud Permit Number: Ticket No. Contractor used PVC e as tremie to dis Comments ace water from northern - a ox. 4 holes of ram 238977 0110 ROSENAU & ASSLCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725-4600 W2F5913684 Registered Agency Accredited Laboratory rosenau.com This report applies only to the items tested or reported is n is the prohibited. property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our f Page 1 of 1 , 1_11111 CONCRETE REPORT TEST RESULTS Reviewed by: .. - rn@r *Wer =,1 0.•1 , J V 0 0 W W W W W Q . N d 1 W Z l- 0 . Z I-- uj U 0— 0 I— W W '. =2 . Lk a .z . o rn O Z *Discarded OTTO ROSENAU ENAU & ASSJCIATES, INC. Construction Inspection & Material Testtng 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725 .4600 W2F591368488WABO Registered Agency' A2LA Accredited www.ottorosenau.com ted Labo atory W CONCRETE REPORT Job Number: 00 -630 Re ' ort Number: Permit Number: Pro'ect: Sounder Commuter Rail Station — Tukwila 7301 S. 158 St., Tukwila O'Brien Kreitzber 5 Janua 2001 Address: Client: Date: Ins • ected the • lacement at Piles at East stairs and West stairs. Also 2 row at West side of tracks. Resteel is • rade as s • ecified, from Mix Number: 3150 Max Slum • Allowed: 5" Total Yards Placed: B Placed Via: Bucket Vibrated: Re • uired . si f'c : 3000 Date Sam a les Picked U • : Sand lbs. : 1780 3/8" Fl Ash lbs. : Water lbs./ • al_ 25.4 Gal Cloud — win Air Content Concrete Tem Truck No. Conforms Does Not Conform 1 - 8 - 01 Comments TEST RESULTS Field Age Cure Da s 28 20# _ 6x12 — 6x12 28.28 28.26# ir3Z•T:1♦ 28.24# Batch Wei hts W!C Ratio: Admixtures s ' eci 3.4 oz. Daravair Test Date 1 -12 -01 2 -2 -01 2 -2 -01 Max Load Lbs. 74,890 120,040 118,860 Strength si Corn • ressive Reviewed by: to the v items tested d or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, exceppt t in This applies only written written permission from our firm is strictly prohibited. in full, without i wt Page 1 of 1 ' " F:+ ri�vst , pr!^ittrAnpmmrM.•irmmtrc It ':ut7't7Y:';Xx!`4'+7rir,'t+twm fpvt "* '+r?:§?!rtlN..pAMi1PM±t N51Rr.!!!AT W+. W-ARt Job Number: 00 -630 Re•ort Number: Permit Number: Pro'ect: Sounder Commuter Rail Station — Tukwila Address: 7301 S. 158 St., Tukwila Client: O'Brien Kreitzber Date: 8 Janua 2001 Inspected the placement at Resteel is • rade Placement Data Su • • tier: Glacier NW Mix Number: 3150 Max Slum • Allowed: 5" Total Yards Placed: B Placed Via: Bucket Vibrated: No 00 Re • uired • si f'c as s • ecified, from Sam • le Data Sand lbs.: 1780 318" A. • r - • ate size/lbs. : A. • r - . ate size/lbs. : A• .1* - . ate size/lbs. : Fl Ash lbs. : Water lbs./ 267 lbs. Air Concrete Tem Content Ambient Tem Truck No. Does Not Conform Contractor. hl Ins ector: Footings at W end, lower sections footing #59 —76 and ramp footings 29-35. Footings unreinforced. Comments Test Date 2 -5 -01 2 -5 -01 Field Cure Age (Da s) Size (In.) Area Sq.ln.) Max Load (Lbs. 99,980 132,520 Strength (• si) Conforms Tested in general accordance with ASTM C39 ■ ASTM C 1091109M Does Not Conform OTTO ROSENAU & ASSL,CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel:(206) 725.4600 •Toll F; 3684B8WAB0 Registered Agency A2LAAccred ted Labor t try .,x,.. rosenau.com WBE W2F59 /0,4.1 CONCRETE REPORT Architect: MBT En ! ineer: KPFF CA Care J. Abson/D. Mutsc er 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 p rohibited. Page 1 of 1 00 ' rn o w w J N u.' w u a = d I- w Zr w U � 0 — Cl w uj I u_ 0! ' z, U N' 0 Z OTTO ROSENAU & ASS INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 BE W2 F5913684 • WABO Registered Agency 7 A Accredited Labo arosenau.com Laboratory WBE CONCRETE REPORT Job Number: 00 -630 Re • • Number: Permit Number: D2000 -353 Sounder Commuter Rail Station — Tukwila Pro'ect: Address: 7301 S. 158 St., Tukwila Client: O'Brien Kreitzber Date: 9 Janua 2001 Contractor. CA Care Ins or: J. Abson Inspected the placement at Resteel is • rade as s • ecified, from Placement Data Su liar: Glacier NW Cement sack/t • e/lbs.: I /II 470 • • 1375 3150 Sand lbs.: Mix Number: 5" A. • r • •ate size/lbs. Max Slum • Allowed: 5 q.. r • ate size/lbs. : Total Yards Placed: 14 ucket A•� r - •ate size/lbs. : Placed Via: Vibrated: No Re uired • si f' : 3000 Sam . le Data 1780 3/8" Fl Ash lbs. : 267 lbs. Yards Alr Content Ambient Tem Truck No. Conforms Does Not Conform 1 -10 -01 Ramp footings, upper remaining completed, lower #13 to end (southward). Footings unreinforced. Comments Field Cure Age (Da s) Area (S • .In.) 28.29 28.28 28.80# 28.76# Max Load Lbs. 104,710 152,480 152,910 Strength (• si) Tested in general accordance with ASTM C39 ASTM C 109/109M Ticket No. 242115 1 Batch Wei hts W/C Ratio: Admixtures s ec 3.5 oz. Daravair Reviewed by: d or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, exceppt t in This applies u except full, without applies written to the items tested permission from our firm is strictly prohibited. Page 1 of pi . . . .ANmn7rfe t l Emen, renmmvya.,. .. ..............«m==w.ea,„, ,,., -•. ..• _.•• rs'a's+ ".ar m,�s�mnrrpm•m�. ...e- er µ ua.Mrtta+tsacnttNa+itJ..Mr.4 rw s..•+trmme?;y.ia Yg.* t+i6ts`rth I tI . ttOfftn Z H re 00 CO CI WI J � W w O LL -J rn d' Z W' Z I- 0 Z I— U 0 � 13 I- w 0 g2 w Zt 0 ' O Z OTTO ROSENAU & ASS INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118 -3216 Tel:(206) 725-4600 •Toll F; 368488WAB0 Registered Agency • A2LA Accredited Laboratory WBE W2F59 CONCRETE REPORT Job Number: 00 -630 Re • ort Number: Permit Number: Pro'ect: Sounder Commuter Rail Station — Tukwila Address: 7301 S. 158 St., Tukwila Client: O'Brien Kreitzber Date: 10 Janua 200 Contractor. CA Care D. Reid Ins • ector: Ins • ected the • lacement at Resteel is • rade Su • • lier: 3150 Mix Number: 5" Max Slum • Allowed: 5 Total Yards Placed: B Placed Via: Bucket Vibrated: No 00 Re • uired • si f'c as s • ecified from Sand lbs.: 1780 3/8" A • • r - • ate size/lbs. : A • • r - • ate size/lbs. : A • • r - • ate size/lbs. : Fl Ash lbs.: 267 lbs. Water lbs.! • al : Air Concrete Yards Content Tem 61 Ambient Tem Date m ales Picked U •: Piles at West row of West ram • and ut out Batch Wei • hts WIC Ratio: Admixtures s • eci 3.5 oz. Daravair Ticket No. 242178 12.50 Max Load Lbs. 58,830 78,490 79,470 Strength si Tested in general accordance with ASTM C39 ASTM C 109/109M Com • ressive Does Not Conform Reviewed by: ested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, This report applies only to the items t except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Ce 7 J V rn o` u. W O u. _ � W Z F— O W U O = 0 I— W H 1- U. 1— IL U = `,: O I_ z , . OTTO ROSENAU & AS SVCIATES INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 Tel ;(206) 72 WBE W2F591368488WABO Registered Fax:(206) A2LA Accredited Laboratory rosenau.com CONCRETE REPORT Job Number: 00 -630 Re • ort Number: Permit Number: Pro'ect: Sounder Commuter Rail Station — Tukwila Address: 7301 S. 158 Street, Tukwila Client: O'Brien Kreitzber Date: 1 -2401 Placement Data Cement s • ► bs. : I /II 469 Su slier: Glacier 1448 3150 Sand lbs.: 1780 3/8" Mix Number: q, , r - • ate size/lbs. Max Slum Allowed: q, , r - .ate size/lbs. : Total Yards Placed: bucket A • � r - • ate size/lbs. : Placed Via: Vibrated: no Fl Fl Ash r I lbs. lbs. •I): 25.8 •al. Required psi (f c): 3000 Air X Temp Temp Sampling and Casting of Samples Yar C 231 Con c. C 1064 ASTM C172,C311C ►� — Slump C 143 drizzle Truck No. 1 - 25 - 01 Comments TEST RESULTS Ticket No. 243224 Test Date 1 -31 -01 Field Cure Max Load Lbs. 42, 950 Strength si Conforms Does Not Conform Tested in general accordance with ASTM C39 ASTM C 1091109M Reviewed by: • This only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report. applies Y prohibited. exceppt t in n full, without written permission from our firm is strictly p Page 1 of 1 fY W W 2 ' —I C.) U O W I uj J I— W O u _ co D = Cs W z � : uj N 4 0 l— W ut I H V' L C.-- _ ' 0h- z IGQI •v Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Specimen Number 1 Test Date 4 -4-01 Field Cure Age (Days) 7 Size (In.) 6x12 Area (Sq.ln.) 28.25 Weight 28.26# Max Load (Lbs.) 94,960 Strength (psi) 3360 Tested in general accordance with C39 ASTM C ASTM C 109/109M x Birmingham ,as Data Batch Weights W/C Ratio: _ Placement Supplier: Glacier Cemen (sack/type/lbs.): I /II 470 Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. daravair Total Yards Placed: 14 Y2" Aggregate (size/lbs.): Compressive x Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 267 Flexural Yards Slump C 143 Air % C 231 Conc. Twnp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9.5 5" 53 48 211 232873 Cast Samples: Cnnfnnns I Does Not Conform Job Number: 1 00-630 I Report Number: I U11i I rermn rvumoer - . 1 LPALV•N Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 Street, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 3 -28 -01 Inspector: J. Abson Inspected the placement at ramp and slab on grade for bus shelters, 4 unreinforced footings for stairs at SE end of station ramp. Resteel is grade I 60 I specified, from Birmingham ,as Data Batch Weights W/C Ratio: _ Placement Supplier: Glacier Cemen (sack/type/lbs.): I /II 470 Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. daravair Total Yards Placed: 14 Y2" Aggregate (size/lbs.): Placed Via: chute Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 267 Sampling and Casting of Samples (ASTM C 172, C 311C 192) Yards Slump C 143 Air % C 231 Conc. Twnp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9.5 5" 53 48 211 232873 Cast Samples: Cast Samples: - Weather: I cloudy 1 Slump Range: I 4 1/2" — 5" Date Samples Picked Up: 1 3 -29-01 Comments I ennfnr ns I it I Does Not Conform I Copies to: Owner Architect Engineer Contractor Building Dept. 01 ROSENAU & ASSOCIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 j Tel:(206) 725 -4600 • Toll Free:(888) OTTO -4 -US • Fax:(206) 723 -2221 • Website: www.oprosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Labora or/ I / GOM VI( �d`aTY DEV#`:l y ,0 l►s'd�,r CONCRETE REPORT Reviewed by: :1101TVIMMen r witze...*-- .‘••••.••••...14 ":'rsn ""sx?v ^ice r •.xzs wa=r1===mT. w,... • 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 z 6 0 0 co co W W =. U O W U � O N W W .. O ti z U N O z I eb I =MIL.I 0 Specimen Test Date Field Cure Age (Days) Size (In.) Area (Sq.In.) Weight Max Load (Lbs.) Strength (psi) Tested in general accordance with Number 1 3 7 6x12 28.32 28.16# 98,980 3500 ASTM C39 x -15-01 4-5 28 6x12 28.21 28.24# 127,720 4530 ASTM C 78 2 -01 4-5 28 6x12 28.21 28.15# 128,480 4550 ASTM C 109/109M 3 -01 4* Compressive x - Flexural I Conforms I x Does Not Conform 0 1'0 ROSENAU & ASS`,CIATES, INC Construction Inspection R. Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.32P E F V Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www. torosenau. BE W2F5913684 • WABO Registered Agency • A2LA Accredited Labo? o4 / Lan COMMUNITY DEVELOPMENT CONCRETE REPORT Job Number: I 00 -630 I Report Number: I 017 I Permit Number: I D2000 -353 Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Engineer: KPFF Address: 7301 S. 158 Street, Tukwila Client: O'Brien Kreitzberg Contractor: CA Carey Date: 3 -8 -01 Inspector: C. Bechtold Inspected the placement at 1 4 crash barrier foundations per Engineers drawing dated 1- 29 -01. Rested is grade I 60 I ,as specified, from Placement Data Supplier: Mix Number: Gl&ler 3250 Cement (sack/type/lbs.): I /II 515 Sand (lbs.): 1392 Aggregate (size/lbs.): 1800 3/8" Aggregate (size/lbs.): Aggregate (size/lbs.): Fly Ash (lbs.): Max Slump Allowed: Total Yards Placed: 21 Placed Via: tailgate Vibrated: yes Required psi (f'c): 4000 Sampling and Casting of Samples (ASTM C 172, C 311C 192) Cast Samples: 1-4 Cast Samples: Cast Samples: Weather: I partly sunny Date Samples Picked Up: 1 3 -9-01 Birmingham 9.5 4 Batch Weights W/C Ratio: Admixtures (specify) 60 3.9 oz. Daravair Water (lbs. /gal): Slump Yards C 143 26.4 gal. Air % Conc. Temp C 231 C 1064 Ambient Truck Temp No. 209 51 Ticket No. 266012 I Slump Range: I Comments Conforms < I 'x 1 Does Not Conform I *Discarded pyw�r 1 Contractor G( � 1 " ' J 141 Architect Building Dept. I Reviewed by: Engineer 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 Copies to: Z ~ r y W 5 ` J0 00 ' W 0 W =' J N LL' w0 u- = - CI I— W Z �. - 0 ; Z U � 0 co O I-- ww U ill 0 = i O I- z Sieve Size Percent Passing Specification Limits WSDOT 9 -03.8(6) 3 /4" 100 100 V2 " 98 90 -100 3/8" 89 75 -90 , " 74 55 -75 #10 41 30-42 #40 17 11 -24 #200 6.8 3.0 -7.0 Bitumen Content 6.2% March 9, 2001 O'Brien Kreitzberg Mr. Brad Cowles 221 W. Gowe Street Kent, Washington 98032 Project Name: Sounder Commuter Rail Station - Tukwila Job Number: 00 -630 Report Number: 001 0� 0 ROSENAU & ASSTCIATES, 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 Dear Mr. Cowles: As requested and agreed, the material supplied by the client for laboratory analysis was tested in accordance to ASTM D 2172 /AASHTO TP2 & T30. Test results conform to applicable specifications unless otherwise noted. Please see below for test results. Date Obtained: 2 -24 -01 Asphalt Class: B Charles R. Mlodzik General Manager CRM/sm (2.45,14 I Conforms I X I This report is provided for the information of the client on its transmittal to a third party, by any means, except &Associates, Inc. is prohibited. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. ? z'— .mss F c CO 2 0 20 01 A � V E Op A/ I Does Not Conform I ly. The reproduction of this report, by any method and in full, without written permission of Otto Rosenau Job Number: I 00 -630 I Report Number: Project: Sounder Commuter Rail Station — Tukwila Address: 221 West Gowe Street, Kent Client: O'Brien Kreitzberg Date: 28 February 2001 Standard Count Data Nuke ID Wet F 652 X1 H2O 6% I 2763 Soil Aggregate (ASTM D 2922) Direct Transmission: I x I Backscatter: Soil Material Data Material Description Grey recycled concrete Source Test Location 1 West side of upper west ramp 30' S of road 2 Far west ramp 3 West side of upper west ramp 20' S of road Specification Requirement 1 90 Copies to: Owner Architect Engineer 01 1'0 ROSENAU & ASS CIATES, 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 Oh FIELD DENSITY REPORT X1 1% Lab Density 118/125 Compaction 004 Architect: MBT Engineer: KPFF Contractor: CA Carey Inspector: C. Bechtold Ambient Temperature 50 AC Mode/Backscatter: Asphalt Supplier Test Results Elevation Density 123.5 Comments Wet 128.8 125.7 Reviewed by: Environmental Conditions Weather I Permit Number: Asphalt (ASTM D 2960) Wet Density Screen: Asphalt FA-Aerial Data I Asphalt Class Mix ID No. Moisture Content 16.4 12.4 15.9 Conforms Mostly cloudy Dry Density 106.1 114.6 108.4 1 uc on Asphalt Temp. 02000- 353 Lab Comp Density 118 90 125 92 118 92 Does Not Conform I ( Contractor I Building Dept. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reprod of this report, eoccept in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Rice Density �vwea n �?snµwowv ssr m∎MIX` ga 1 U 0 ` N 0 WI J i--; N W W Q� 0 t = W '' H = Z I-- 0 Z I— 0 - ' C1 I— ui I F-- a ; 111 = ; • 0 Z 1 Owners Rep Architect: MBT Contractor Engineer: KPFF Architect 1 Building Dept. Inspector: J. Abson /D. Mutschler Engineer 1 Batch Plant Job Number: I 00 -630 I Report Number: I wy I ren II U I L,Iu,,,Lc,. I - --„ „� Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 8 January 2001 Inspector: J. Abson /D. Mutschler Inspected the placement at Footings at W end, lower sections footing #59 —76 and ramp footings 29 -35. Footings unreinforced. Resteei is grade I I as specified, from , �� P!acement Data Batch Weights W/C Ratio: Supplier: Glacier NW Cement (sack/type/lbs.): I /II 470 Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5” Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 14 Aggregate (size/lbs.): Placed Via: Bucket Aggregate (size/lbs.): Vibrated: No Fly Ash (lbs.): Required psi (f'c): 3000 Water (lbs. /gal): 267 lbs. Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 5 % 6.6 59 49 213 241730 Cast Samples: Cast Samples: Weather: I Ra ny Slump Range: I Date Samples Picked Up: I 1 -9-01 Comments 1 Cnnf ilms _ I X I Does Not Conform I • OT .3 ROSENAU & ASSC MATES, 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 Specimen Number 1 2 3 4 Test Date 1 -15-01 2 -5-01 2 -5-01 3-5 -01 Field Cure Age (Days) 7 28 28 56 Size (In.) 6x12 6x12 6x12 6x12 Area (Sq.ln.) 28.27 28.32 28.32 28.35 Weight 28.01# 28.14# 28.08# 28.10# Max Load (Lbs.) 99,980 132,520 134,450 140,470 Strength (psi) 3540 4680 4750 4950 Conforms I x Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural x Does Not Conform CONCRETE REPORT TEST RESULTS Reviewed by: • A .144,4 This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 „,,,,, z.7,+ 7' h '"n*. +a•pa ilm,, ua,w gr; kIk ,,.r "] 9 Q H. ~ Z JU 00 NO W = CO IL w Q I L O • 52 ▪ 1— w w ' lij Z. • S O ~ 2 Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 221 West Gowe Street, Kent Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 3 -2 -01 Inspector: C. Bechtold Standard Count Data Environmental Conditions Nuke ID Wet X1 H2O X1 Ambient Temperature Weather F 657 .7% 2764 .1% 50 overcast Soil Aggregate (ASTM D 2922) Asphalt (ASTM D 2960) Direct Transmission: x Backscatter: AC Mode/Backscatter: Wet Density Screen: Soil Material Data Asphalt Material Data Material Description Source Lab Density Asphalt Supplier Mix ID No. Asphalt Class Asphalt Temp. Rice Density Grey recycled concrete 118 Test Results Test # Location Elevation Wet Density Moisture Content Dry Density Lab Density Comp % 1 West side of upper west ramp 30' S of road final lift 126.7 14.0 111.2 118 94 2 Far west access ramp, 10' W of upper ramp final lift 118.9 .11.3 106.8 118 91 3 Far west access ramp, 25' W of upper ramp final lift 123.7 .12.8 109.6 118 93 Specification Requirement I 90 % Corti •action Conforms `x:': C Does Not Conform Job Number: I Copies to: 00-630 Owner Architect Engineer Contractor Building Dept. 0 1`0 ROSENAU & ASSICIATES, INC Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 ViZ. Tel:(206) 725-4600 • Toll Free:(888) OTTO -4•US • Fax:(206) 723 -2221 • Website: www.ottorow,au.co tr WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laborato w, o U?I ,9 FIELD DENSITY REPORT I Report Number: Comments Earlier inspection by I. Ruoff was canceled due to excess water on the ground. Reviewed by: 005 I Permit Number: I zaLl<Aitt- 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 ICAmVatlatgt5T20.5,119WVW.V.,, N. WWI( tY W oo W J W } O } : u- ¢ CO d = W F.- Z � O ' W 1— O t4. W u — O t Z ` — I 0 I— Z I G•7, nGHVI.. e Project: Sounder Commuter Rail Station - Tukwila 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 -15-01 Data 7 6x12 28.31 27.40# 72,390 2560 ASTM C39 x 2 3 -8 -01 Total Yards Placed: 9 _ 28 6x12 28.34 27.47# 101,380 3580 ASTM C 78 3 3 -8 -01 28 6x12 28.34 27.49# 98,020 3460 ASTM C 109/109M Ticket No. Cast Samples: 1-4 9 4 W 4* _ 36 210 243861 Cast Samples: — Compressive Flexural x — - - Weather: I 35° w /snow Slump Range: 1 4'/2" Date Samples Picked Up: 12 -9 -01 Comments I [:n nfnnrlft I x I Does Not Conform I .r I, I.cnnfnnna,. h l x a Does Not Conform Job Number: I 00 -630 I Report Number: I U14 I rermn wumuel. I • � Project: Sounder Commuter Rail Station - Tukwila Architect: MBT Address: 7301 S. 158 Street, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 2 -8 -01 Inspector: D. Reid, T. Christie Inspected the placement at turn pad at east side with no resteel per 5 /PA03. Advised contractor of cold weather placement procedures. I I Data Batch Weights Placement Ratio: Suppl Gi cier Mix Number: 3150 Cement (sack/type/lbs.): I /II 470 - WIC Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3.5 oz. daravair Total Yards Placed: 9 Aggregate (size/lbs.): Placed Via: chute Aggregate (size/lbs.): Vibrated: rodded Fly Ash (lbs.): Required (f'c): 3000 Water (lbs./gal): 267 psi Sampling and Casting of Samples (ASTM C 172, C 311C 192) Yards Slump C 143 Air T. C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 4 W 56 36 210 243861 Cast Samples: Cast Samples: Weather: I 35° w /snow Slump Range: 1 4'/2" Date Samples Picked Up: 12 -9 -01 Comments I [:n nfnnrlft I x I Does Not Conform I *Discarded Copies to: Owner Architect Engineer Contractor Building Dept. "r 01 �'O ROSENAU & ASS 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 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 Z I W 0 0 (o W= J � N LL ui 0 , U I- O Z w uj D O : 0 1- = V ' . I LL 1- ` O , Iii Z Z Job Number: I 00-630 I Report Number: I 015 I Permit Number: I a+D2000=3530:r Test Date Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 Street, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 2 -12 -01 Inspector: D. Helqeson Inspected the placement at l slab on grade. Sidewalk north end of east parking lot. Sidewalk is being placed in sections and there were five sections placed today. 1 I 6x12 Placement Data Batch Weights 80,730 Supplier: Glacier Cemen (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3.5 oz. daravair Total Yards Placed: 13 Aggregate (size/lbs.): 3980 Placed Via: chute Aggregate (size/lbs.): 3 Vibrated: no Fly Ash (lbs.): 28 Required psi (f'c): 3000 Water (lbs./gal): 267 27.63# Sampling and Casting of Samples (ASTM C 172, C 31 /C 192) Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9.5 5" 52° 40° 167 266817 Cast Samples: Compressive x Cast Samples: _ Weather: I clear and cold I Slump Range: I Date Samples Picked Up: 12 -13-01 Comments I ,__I___ I .. I raw.... Yn.Isnnfn'•n ( 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 -19-01 7 6x12 28.31 27.50# 80,730 2850 ASTM C39 x 2 3 -12 -01 28 6x12 28.27 27.60# 112,490 3980 ASTM C 78 3 3 -12 -01 28 6x12 28.27 27.63# 110,870 3920 ASTM C 109/109M 4* Compressive x Flexural I ,. ' _...___ ,.; I ° . r411ws. 11.4. 1.nnfnnn 'Discarded Copies to: 01 ) 0 ROSENAU & ASS,CIATES, INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118-3216 Tel:(206) 725-4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 • Website: www.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LAAccredited Laboratory Owner Architect Engineer Contractor Building Dept. CONCRETE REPORT 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 .. �w. wa. rrt' na:. t271Y74 ^'..,ti,'_�v`75{Ld •aa'Rwi.srmll ?E...rN�` AI T ± 1 Z : Q W; J U 00 • p ID N u- W 0 ; • D =a H al Z I-0 Z H: D p` U O N CI 1— u i I !L 00 ' t • Z ' U N H 0 Z I tD I rccouI- I 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 -20 -01 7 _ 6x12 28.35 28.10# 93,300 3290 ASTM C39 x 3 -01 28 6x12 28.31 28.31# 135,610 4790 ASTM C 78 2 3 -13 3 -13 -01 28 6x12 28.31 - 28.32# - 139,860 4940 ASTM C 109/109M x 4* Compressive _ Flexural I ,"Confonns I' x - ,t Does Not Conform t *Discarded 01 i'0 ROSENAU & ASS,CIATES, 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 Job Number: I 00-630 I Report Number: 016 Permit Number: I - 1,020004353`'Ar Project: Sounder Commuter Rail Station - Tukwila Architect: MBT Address: 7301 S 158 Street, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 2 -13-01 Inspector: D. Helgeson Inspected the placement at I slab on grade. Sidewalk north end of east parking lot, three sections of sidewalk. I I Placement Data f Batch Welihts Supplier: Glacier _ Cement sack/type/Ibsj: I /II 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Aggregate (size/lbs.): Aggregate (size/lbs.): Aggregate (size/lbs.): Fly Ash (lbs.): Max Slump Allowed: 5" Total Yards Placed: 6.5 Placed Via: chute Vibrated: no Required psi (f'c): 3000 Water (lbs. /gal): Sampling and Casting of Samples Slump Air % Conc. Temp (ASTM C 172, C 311C 192) Yards C 143 C 231 C 1064 54 Cast Samples: 1-4 Cast Samples: Cast Samples: Weather: I clear Date Samples Picked Up: 12 -14-01 AOmixtures (specify) 3.5 oz. daravair Ambient Truck Ticket Temp No. No. 42° 33 267529 6.5 4 %" 1780 267 Slump Range: 14' /s" Comments I Conforms I x I Does Not Conform I Copies to: O� 1 Contractor Architect Building Dept. Reviewed by w I Engineer 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. Page 1 of 1 Q w ` r J U 0 0 `. N 0 ` • W J 1- H CD u_ N �1 = d : w Z �. Z I uj 0 ON CI W H U; IL' 0 111 Z ; O Z Job Number: 1 00-630 1 Report Number: I 017 I Permit Number: - 2D2000�353': • Test Date Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 Street, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 3 -8 -01 Inspector: C. Bechtold Inspected the placement at 14 crash barrier foundations per Engineers drawing dated 1- 29-01. 3 -15-01 Resteel is grade 1 60 I ,as specified, from Birmingham Placement Data Batch Weights 28.16# Sunlier: Glacier Cement (sack/type/lbs.): Ill! Sand (lbs.): 515 W/C Ratio: Mix !lumber: 3250 1392 Admixtures (specify) Max Slump Allowed: Aggregate (size/lbs.): 1800 3/8" 3.9 oz. Daravair Total Yards Placed: 21 Aggregate (size/lbs.): Placed Via: tailgate Aggregate (size/lbs.): Vibrated: yes Fly Ash (lbs.): Re . uired • si f c : 4000 Water lbs. / • al : 26.4 'al. Sampling and Casting of Samples (ASTM C 172, C 311C 192) Yards Slump C 143 Air % C 231 Conc. Temp C 1064 Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9.5 4" 60 51 209 266012 Cast Samples: Compressive x Cast Samples: Flexural Weather: I partly sunny 1 Slump Range: I Date Samples Picked Up: 13 -9-01 Comments . �__._ —_ 7 __ I w___ u_. w__f_�. 1 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 -15-01 7 6x12 28.32 28.16# 98,980 3500 ASTM C39 x ASTM C 78 ASTM C 109/109M Compressive x Flexural I Conforms I Does Not Conform Copies to: Owner Architect Engineer Contractor Building Dept. 0) ID ROSENAU & ASSICIATES 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 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 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158 St., Tukwila Architect 1 Building Dept. Date: 28 December 2000 Engineer 1 Batch Plant Job Number: I 00 -630 I Report Number: I 003 I Permit Number: I - Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor: CA Carey Date: 28 December 2000 Inspector: J. Abson Inspected the placement at Footings/pilings at station 278 heading south. All east side completed. Footings unreinforced with anchor plates placed per detail 7 on sheet PS-03. Resteel is grade I I , as specified, from Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 18 Aggregate (size/lbs.): Placed Via: Trackhoe bucket Aggregate (size/Ibs.): Vibrated: No Fly Ash (lbs.) Required psi (ft): 3000 Water (lbs. /gal): 267 Sample Data Yards Slump Air , Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 18 4' 6.0 59 45 564 241418 Cast Samples: Cast Samples: Weather: I Cloudy Slump Range: I 4 W — 43/4" Date Samples Picked Up: 112 -29-00 Comments Cylinder #4 being held for 56 day break, for informational purposes only, per Client's request. .._- r_...� I v I n....., u.,f l.,nfnnn I OT .0 ROSENAU & ASSCT,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.ottorosenau.com WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory CONCRETE REPORT TEST RESULTS Specimen Number 1 2 3 Test Date 1-4-01 1 -25 -01 1 -25 -01 Field Cure Age (Days) 7 28 28 Size (In.) 6x12 6x12 6x12 Area (Sq.ln.) 28.27 28.33 28.33 • Weight 28.37# 28.46# 28.42# Max Load (Lbs.) 102,760 141,830 145,530 Strength (psi) 3630 5010 5140 Tested in general accordance with ASTM C39 ASTM C 78 ASTM C 109/109M Compressive Flexural x x Reviewed by: Confor . _ Does Not Conform p , I 142001 DEIZ. OPMENT 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 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158 St., Tukwila Architect 1 Building Dept. Date: 29 December 2000 Engineer 1 Batch Plant Job Number: I 00 -630 I Report Number: I Qt)4 1 Permn rvumuer: 1 um�+•+ ."... " - . = Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 St., Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor. CA Carey Date: 29 December 2000 Inspector: J. Abson Max Load (Lbs.) Inspected the placement at Footings/pilings at W side of tracks, station 0. 58 footings placed this day, footings unreinforced. Anchor plates placed according to detail 7 on sheet PS-03. Resteel is grade I I , as specified, from 1 -5 -01 Placement Data Batch Weights Supplier: Glacier NW Cement (sack/type/lbs.): I /II 470 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1375 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: 18 Aggregate (size/lbs.): 6x12 Placed Via: Trackhoe bucket Aggregate (size/lbs.): 122,980 Vibrated: No Fly Ash (lbs.): Required psi (f'c): 3000 Water (Ibs. /qal): 267 28 Sample Data • Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 18 5" 5.7 60 42 31 241513 Cast Samples: Cast Samples: Compressive x 1 " Weather: I Cloudy Slump Range: 14 — 5" Date Samples Picked Up: 112 -29-00 Comments I ft...,f,ir .. I Y I nem Not Conform I OT .0 ROSENAU & ASSC ,IATES, INC. 0 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 RECEIVED FEB 1 4 2001 BUILDING DEPARTMEIed by CCAAA4. 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 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 -5 -01 7 6x12 28.39 28.10# 78,980 2780 ASTM C39 x 2 1 -26 -01 28 6x12 28.32 28.21# 122,980 4340 ASTM C 78 3 1 -26-01 28 6x12 28.32 28.17# 121,430 4290 ASTM C 109/109M Compressive x Flexural I Conforms I Does Not Conform OT .0 ROSENAU & ASSC ,IATES, INC. 0 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 RECEIVED FEB 1 4 2001 BUILDING DEPARTMEIed by CCAAA4. 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 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 1 -9-01 7 6x12 28.32 28.88# 116,710 4120 ASTM C39 x 2 1 -30-01 Max Slump Allowed: 5" 28 6x12 28.35 28.90# 158,420 5590 ASTM C 78 3 1 -30 -01 28 6x12 28.35 28.90# 152,040 5360 ASTM C 109/109M Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 4" 62 48 202 238919 Cast Samples: Compressive x Flexural Date Samples Picked Up: 11 -2 -01 Comments I .. - -•�....... I v I n.... Y..* r_...dmmt I I .._ -s__._ I n.... u..e rt..nfn"m 1 Owner's Rep Project: Sounder Commuter Rail Station — Tukwila Contractor Address: 7301 S. 158 St, Tukwila Architect 1 Building Dept. Date: 2 January 2001 Engineer 1 Batch Plant Job Number: I 00 -630 I Report Number: I 005 I Permit Number: I .,,; UUuuL•s:s:: ;.. Project: Sounder Commuter Rail Station — Tukwila Architect: MBT Address: 7301 S. 158 St, Tukwila Engineer: KPFF Client: O'Brien Kreitzberg Contractor. CA Carey Date: 2 January 2001 Inspector: D. Reid Inspected the placement at Piles (drilled 5' deep 1' in diameter) at east side of tracks for east row of 10' platform per approved reference details 7 /PS03) Resteel is grade I I , as specified, from Placement Data Batch Weights Supplier: Glacier NW Cement (sadc/typeIbs.): I /II 468 W/C Ratio: Mix Number: 3150 Sand (lbs.): 1422 Admixtures (specify) Max Slump Allowed: 5" Aggregate (size/lbs.): 1780 3/8" 3.5 oz. Daravair Total Yards Placed: Aggregate (size/lbs.): Placed Via: Bucket Aggregate (size/lbs.): Vibrated: No Fly Ash (lbs.)* Required psi (f'c): 3000 Water (lbs. /qal): 120 Sample Data Yards Slump Air Content Concrete Temp Ambient Temp Truck No. Ticket No. Cast Samples: 1-4 9 4" 62 48 202 238919 Cast Samples: Cast Samples: Weather: I Partly doudy Slump Range: I Date Samples Picked Up: 11 -2 -01 Comments I .. - -•�....... I v I n.... Y..* r_...dmmt I 01 .0 ROSENAU & ASSC 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 • RECEI'V'ED FEB 14 2001 BUILDING DEPA i y. 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 .v..d9`Yart]RT. ACTIVITY NUMBER: D2000 -353 DATE: 12 -19- 2000 PROJECT NAME: SOUND TRANSIT COMMUTER RAIL STATION SITE ADDRESS: 7301 S 158 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Is Issued DEPARTMENTS: Building Division P b s i W s i >n or I`t 12- -00 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Not Applicable Comments: TUES /THURS ROUTING: Please Route Fr Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE ASAP Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural u Planning ivision lE W 1z -10 Permit Coordinator M DUE DATE: ASAP No further Review Required DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D2000 -353 DATE: 12 -05 -2000 PROJECT NAME: SOUND TRANSIT COMMUTER RAIL STATION SITE ADDRESS: 1901 LONGACRES WY SUITE NO Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Iu & W J.krf !7- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete APPROVALS OR CORRECTIONS: (ten days) Y'RXallll.[NJl' vrl PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n n TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 12-07-2000 Not Applicable No further Review Required Comments: U DATE: DUE DATE 1- 4 -2000 Approved n Approved with Conditions n Not Approved (attach comments) I I / A REVIEWER'S INITIALS: DATE: ,v) a vw,' ev a - D- 7o CORRECTION DETERMINATION: DUE DATE Approved U Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -353 DATE: 11 -8 -2000 PROJECT NAME: SOUND TRANSIT COMMUTER RAIL STATION SITE ADDRESS: 1901 LONGACRES WY SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Ce Buildi' Divisio kL Fire revention DK1 i ov1I -a -c6 Il -a-O P r r� ti l� Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete MKKOU11.DOC Yrl PERMIT COORD Cppy PLAN REVIEW /ROUTING SLIP Incomplete n Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions n REVIEWER'S INITIALS: ►?V DATE: C,�Vv�ecn�v� lry I (IVI. L I -o CORRECTION DETERMINATION: Approved U Approved with Conditions REVIEWER'S INITIALS: RYYPS^.47. Planning Division 5Z1 1\ 0, o - co Permit Coordinator DUE DATE: 11 -9 -2000 Not Applicable No further Review Required Not Approved (attach comments) 111 DATE: DUE DATE 12- 7 -2000 DUE DATE Not Approved (attach comments) DATE: z 1Z re 'U 6 0 co o wW i J : � u.! w 0 ` g Q , cn Z CJ w : 0 . z F- W uj U O CI I- w LL .Z ; w U 0 z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9(00 ❑ Response to Incomplete Letter # Response to Correction Letter # 2--- Revision # after Permit is Issued ❑ City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: S75 Project Name: Project Address: Contact Person: Summary of Revision: #04 130 l S . 1 S e. .--J -?e \VoLEE Phone Number: 2 348 SZ$q A4/1 m_Orpputp iz--000 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 2 Entered in Sierra on '11'00 08/30/00 re w V 00: c oaf J W LL Q N d H LU: � ' z U o ` .O Hs w W' = U z: V N. • ; 01 z' {Y 4 x �. a A, # ,jw, ' � •. Y}, 1 : , k :. . i t ay. �kr r ' " r4P } V,I d • �j ..,d 1 I $ a �-- • 7 k9y 4x Arc 77 �� � X4.1 if�F 4y'IS',�rK iq 4xu /'ii l �'� { 'N�� µ7 �"Ya �f M J4 1 1 , 4A ea A l . 4; n U TTAL ,.. } ,, -... �ig ����< 3, �, �i, �P. Jfi� !,w�ir. �4t+c,� iil.,.«� ��odt•7!: 31fS, 1•.. S. CdF, 1 .+ 4 .� .z.,v�!,�3,..,�hs..�.�+j,J�L �tsi�'�Y�a.t � ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued 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: a - 60 Plan Check/Permit Number: D2000-353 Project Name: SOUND TRANSIT COMMUTER RAIL STATION Summary of Revision: GiF:G A'fl 4 G7 Sheet Number(s): PG- 01 , D Z 0 3 O4- . "Cloud" or highlight all areas of revision i cluding date of revision Received at the City of Tukwila Permit Center by: Er Entered in Sierra on I RECEIVED CITY OF TIJI<WILt DEC 0 6 2000 PERMIT CENTER Project Address: 1901 Longacres Way Contact Person: Jeff Wolfe Phone Number: (Zoe) 3Qg .525/ z. t - s . .14-0 5 re W oo co o W Q '; � An H I z �. O ' U O co 0 oI- w U • Z U N ' King County DDES DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES 900 Oakesdale Avenue Southwest Renton, Wa 98055-1219 King County Certificate of Water Availability Do not write in this box number name Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other Applicant's name: TAN 1ia5 6 14 • ( • l (OR %uux 0 1 Proposed use: Mk* Lo rl h u t R A t t. &A7 i VA Location: lei 01 — LQ kA Ames 17Aet -wA Y — '? 6wro u - a . 1/10( AC-Co Act: 000560 - 00 *8 RECEIVED (attach map and legal description if necessary) o" r Ur I UI WILA Water utility information: PERMIT CENTER 1. 'i a. Water will be provided by service connection only to an existing 10 - Mot (size) water main that is . t $ O feet from the site. (Se6 irry.Aot e' ouk,a No _ w _621) OR ❑ b. Water service will require an improvement to the water system of: ❑ (1) feet of water main to reach the site; and /or ❑ (2) The construction of a distribution system on the site; and /or 70(3) Other (describe) F , X T r * , S I G t J cr0 OciS'V r t ' - lN CIA, ANO Tic AA 'et Doffs t . QEckux1 tu:o 2. y13 a. The water system has a current County- approved water comprehensive plan and franchise. OR ❑ b. The water system does not have a current County- approved water comprehensive plan or franchise and will require a new or amended water comprehensive plan or franchise. (This may cause a delay in issuance of a permit or approval). 3. a. The proposed project is within the corporate limits of the utility, or the utility has been granted Boundary Review Board approval for service area annexation, or the project is within the County- approved service area of the utility. OR ❑ b. Boundary Review Board approval of an annexation will be necessary to provide service. 4. ❑ a. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant 8 0 feet from the building /property (or as marked on the attached map): Rate of flow at Peak Demand ❑ less than 500 gpm (approx. ❑ 500 to 999 gpm 1000 gpm or more flow test of r calculation of l 9 5 D (Note: Commercial building permits which includes multifamily structures require flow test or calculation.) OR ❑ b. Water system Is not capable of providing fire flow. 5. a. Water system has certificates of water right or water right claims cufficiont to provide service. OR • ❑ b. Water system does not currently have necessary water rights or water right claims. Comments /conditions: 445(t A11, 1 QPtaCA6t.B WirMV sYsr i O"6 6VhE►6 CNMi'.o5 INsQE�t u 4 VIA a �U'I b.) X65 - I certify that the above water utility information is true This certificate shall be valid for one year from date of signature. trrf of TZ - ra Ia P .w - A I4 '` Agency name JS gnatory name ` W t>, Whirl C►A6i xedtAi• gu e r Sott ?°XV gl NOVeNrlen, /, Title C 4/5 - 4.30- I Z 10) Signature Date Nov. 24, 1999 NOV -- 8 2000 This certificate orovldes the Sehttle • King County Deparllt of Public Health and the Department of Development and Environmental Services with information necessary to evaluate development proposals. Duration gpm) ❑ less than 1 hour ❑ 1 hour to 2 hours '1E12 hours or more gpm j gpm other Dzcoo-. 353 z w 2 J O 0 O co O w = CO IL w O I L o I— I 0 w u. O iu W O z 11/25/2000 11:54 20G-301-1469 OBRIEH kRIET2BERG 12/21/2000 11:16 425392.g..:116 C A CAREY Anatommummolftreir DtPARTMENT OF LABOR AND INDUSTRit.S REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL # EXP. DATE CC01 . -CACARC*136MH. 09/30/2001 EFFECTIVE DATEC.. , 07/08/1987 C A . CAREY CORPORATION ' P 0' PDX 1006 ' ISSAQUAH WA 98027 0.5fii to53 As, Toff-2 itio( F (.1.1-2-s)61-1.-- gotta PAGE 01 PAGE 0 A • B PROJECT DIRECTORY CLIENT CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY UNION STATION 401 S. JACKSON STREET SEATTLE, WA 98104 (206) 398 -5289 (206) 398 -5216 FAX URL: www.soundtransit.org ARCHITECTS: MBT ARCHITECTURE 911 WESTERN AVE. SUITE 403 SEATTLE, WA 98104 CIVIL AND STRUCTURAL ENGINEERS: KPFF CONSULTING ENGINEERS 1201 THIRD AVENUE, SUITE 900 SEATTLE, WA 98101 ELECTRICAL ENGINEERS: ABACUS ENGINEERED SYSTEMS 401 SECOND AVENUE SOUTH, SUITE #201 SEATTLE, WA 98104 COST ESTIMATING DAVIS LANGDON ADAMSON 1000 SECOND AVENUE, SUITE 1770 SEATTLE, WA 98104 RTA/CR 179 -00 Designed By DGN Drawn By: DGN C 7224 • SIGNATURES D • PROJECT MANAGER - DESIGN TEAM SIGNATURE Approved: Pet r Hockaday - MBT Arch ite • re PROJECT MANAGER - SOUND TRANSIT SIGNATURE Recommended: Jeff Wolfe, Project Manager COMMUTER RAIL DIRECTOR SIGNATURE Released: Paul Price, Commuter Rail. Director 'ABATE PERM T REQUIRED FOR: E. MECHANICAL [✓ELECTRICAL [ GAS PIPING CITY OF TUKWILA BUILDING DIVISION SOUND TRANSIT COMMUTER RAID SYSTEM TUKWILA TEMPORARY STATION BID SET SEPTEMBER 28, 2OO9 / 353 Architecture • E Op I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con - tractor's copy of approved plans acknowledged. By Date Permit No REVISIONS S'i - : ALL BE MADE TO Cy WC WITHOUT Pi E.. DAL OF TUKWILA BUILDING DIVI i fE R Z :a'IS WILL R... A NEW PLAN SU AITT, .0 b "AY INCLUDE Ammo._ PLAN R.. FEES. PROJECT SITE SOUNDTRANSIT Scale: • G • SHEET INDEX GENERAL PG -01 TITLE / INDEX SHEET PG -02 GENERAL PROJECT INFORMATION CIVIL PC -01 SITE LAYOUT PC -02 SITE DETAILS PC -03 SITE DETAILS ARCHITECTURAL PA -01 PLATFORM /RAMP PLAN - SOUTH PA -02 PLATFORM /RAMP PLAN - NORTH PA -03 SECTIONS AND DETAILS PS -01 PLATFORM PLANS PS -02 STAIR PLANS S -03 DETAILS H ELECTRICAL PE -01 ELECTRICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES PE -02 SITE ELECTRICAL PLAN PE -03 DETAIL DIAGRAMS PE -04 DETAIL DIAGRAMS VICINITY MAP 10/20/00 PSH App. ADDENDUM #3 REVISIONS Revisions Checked By: Approved By: REGISTERED ARCHITECT PEIER STUnESANT HOCKAOAY STATE OF WASHINGTON Submitted: Dote: Approved Filename: PG- 01.DWG Contract No.: RTA /CR179 -00 9/28/00 NONE SOUND TRANSIT COMMUTER TUKWILA TEMPORARY TITLE SHEET Sheet .._.. 2 3 • 4 • 5 Rev. 1 A. • SYMBOL GENERAL NOTES 1. NOT ALL SYMBOLS OR GRAPHIC INDICATIONS ARE USED IN THE CONTRACT DOCUMENTS. • PLAN IDENTIFICATION J J 46.25 Designed By PLAN REFERENCE NORTH MARK REFERENCE NORTH DATUM POINT, CONTROL POINT OR WORK POINT (DP, CP, OR WP) BUILDING SECTION MARK DETAIL NUMBER RAWING REFERENCE LINE OF SECTION CUT DRAWING REFERENCE IF ON SAME SHEET, TYP. SECTION DETAIL MARK ETAIL NUMBER RAWING REFERENCE INE OF SECTION CUT SECTION DETAIL MARK ETAIL NUMBER RAWING REFERENCE INE OF SECTION CUT FINISH GRADE ELEVATION SECTION DETAIL MARK DETAIL NUMBER DRAWING REFERENCE AREA CONSIDERED PLAN DETAIL MARK DETAIL NUMBER DRAWING REFERENCE — AREA CONSIDERED DGN 7224 REGISTERED ARCHITECT ETATEO F WASHINGTON AOAY STATE SHINGATE O WSHINGTON • ARCHITECTURAL MATERIAL SYMBOLS PLAN & SECTION DETAIL — INDICATIONS III =1 11 =1 11 =1 I I — I I II —III— III —III T = IT1 =III =111 1 rnonr i / / PLAN IDENTIFICATION 3D Submitted: D SEALANT TEXT LEADER ®� A MATCHUNE 3C EARTH /COMPACT FILL POROUS FILL /GRAVEL CAST —IN —PLACE /PRECAST CONCRETE STEEL /OTHER METALS WOOD -ROUGH FRAMING CONTINUOUS WOOD — ROUGH BLOCKING — INTERRUPTED MEMBER ELEVATION MARK 3A DETAIL NUMBER DRAWING REFERENCE EXTENT OF REVISION — ADDENDUM i REVISION MARK AREA CONSIDERED EXTENT OF REVISION — AFTER BID • MARK AREA CONSIDERED DIRECTION ARROW (FOR UP, DOWN, SLOPE, ETC.) Date • Architecture Approved GENERAL NOTES 1. THE INTENT OF THE DRAWINGS IS TO PROVIDE NECESSARY INFORMATION WITH MINIMAL REPETITION OR DUPLICATION. THE CONTRACTOR IS TO UTILIZE ALL DRAWINGS IN FORMULATING THE BID AND DETERMINING THE SCOPE OF WORK. 2. OMISSIONS OR CONFLICTS, BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS AND/ OR SPECIFICATIONS, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOUND TRANSIT CONSTRUCTION MANAGER (STCM) BY THE CONTRACTOR. THE OMISSION OR CONFLICT SHALL BE RESOLVED BY THE STCM BEFORE PROCEEDING WITH THE WORK OR RELATED WORK AFFECTED BY THE OMISSION OR CONFLICT. 3. TYPICAL DETAILS SHOWN ON THE DRAWINGS SHALL BE INCORPORATED AT ALL APPROPRIATE LOCATIONS WHETHER SPECIFICALLY REFERENCED AT EACH LOCATION OR NOT. 4. DIMENSIONS ARE SPECIFICALLY NOTED OR CAN BE DETERMINED FROM OTHER INFORMATION INDICATED IN THE DRAWINGS OR SPECIFICATIONS. THE CONTRACTOR SHALL PREPARE LAYOUT DRAWINGS AS SPECIFIED OR REQURIED TO COORDINATE THE WORK. VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE STCM IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS. DO NOT PROCEED WITH THE AFFECTED WORK UNTIL THE DISCREPANCY OR OMISSION HAS BEEN RESOLVED BY THE STCM. 5. DO NOT SCALE DRAWINGS. IF DRAWINGS ARE LESS THAN 22" X 34" THEN THE PRINT HAS BEEN REPRODUCED. 6. THE VERTICAL AND HORIZONTAL SHOWN ARE BASED ON AN AERIAL SURVEY. VERIFY IN FIELD ALL VERTICAL AND HORIZONTAL DIMENSIONS. 7. NOT USED 8. NOT USED 9. NOT USED 10. NOT USED F 11. DIMENISIONS ARE AS NOTED ABOVE, U.N.O. WHERE "EXACT ", "MIN. CLR." PR "CL" DIMENSIONS ARE INDICATED, DIMENSION IS TO FACE OF FINISH OF OUTERMOST FINISH. 12. OTHER GRAPHIC REPRESENTATION OF MATERIALS MAY HAVE BEEN USED THAT ARE NOT DEPICTED ON THIS DRAWING. REFER TO, THE SPECIFIC DRAWING AND/ OR DETAIL FOR ADDITIONAL INFORMATION REGARDING MATERIAL REPRESENTATION AND IDENTIFICATION. 13. NOT USED 14. COORDINATE ALL REQUIRED CLEARANCES AROUND EQUIPMENT. NOTIFY STCM IF REQUIRED CLEARANCES AROUND EQUIPMENT CANNOT BE MAINTAINED. 15. EXAMINE ALL ELECTRICAL PANELS AND CABINETS SPECIFIED OR INDICATED AND VERIFY THAT PANEL OR CABINET TO BE PROVIDED HAS SUFFICIENT CLEARANCE PRIOR TO INSTALLATION. ADVISE STCM WHERE INSUFFICIENT CLEARANCE OCCURS. 16. NOT USED 17. ELECTRICAL DEVICES ARE NOT SHOWN ON CIVIL DRAWINGS. SEE ELECTRICAL DRAWINGS FOR SPECIFIC POWER LIGHTING AND COMMUNICATION REQUIREMENTS. O 2D 353 SOUNDTRANSIT Date: Scale: Filename Contract No.: RTA/CR1 79 Date: NO SCALE PG- 02.DWG 9/28/00 • G DEC • • H SOUND TRANSIT COMMUTER RAIL TUKWILA TEMPORARY STATION GENERAL PROJECT AND SYMBOL INFORMATION Drawing No.: RECEIVED CITY OF 7UKWI(.A No 8 2000 PERM' CtN itir: PG -02 Sheet Nc.: Rec.: CO LLI co a CO L, 0 a it LLJ CO tO Lri U- HS HS By A RJL RJL Chk RJL RJL App. PERMIT REVIEW CHANGE ORDER ADDENDUM #3 Revisions B By: C .$0:3 EXPIRED • 18.4 Submitted: 1 " =30' D • ► Consulting Engineers 1201 Third Avenue, Suite 900 Seattle. Washington 98101 Date: • P zc� 3 Approved: E EX. POWER GENERAL NOTES 1. REMOVE ECOLOGY BLOCKS IN PROJECT PERIMETER AS REQUIRED. 2. PATCH ACP TO LIMITS STAKED AS SHOWN PER DETAIL 3 SHEET PC -03. 3. CLEAN EXISTING STORM DRAIN SYSTEM. 4. SEE ARCHITECTURAL PLANS FOR PLATFORM AND RAMP DETAILS 6. CATCH BASINS SHALL BE PROTECTED FROM SITE RUNOFF. 7. CONTRACTOR TO HELD VERIFY THE EXACT LOCATION OF FIBER OPTIC BEFORE DOING ANY WORK IN VICINITY. 8. LOCATION OF BNSF ROW IS APPROXIMATE. 9. HORIZONTAL AND VERTICAL CONTROL WILL BE DETERMINED IN THE FI D BY STCM Architecture • 10 SPACES t 8.5'x18' BOENG ACCESS ROAD EDGE OF EXIST. '.10' ASPHALT WALKWAY REMOVE EXIST. BOLLARDS 56 SPACES @ 8.5'x18' 59 SPACES @ 8.5x18' 50 SPACES @ 8.5'x18' 56 SPACES ® 8 5'x18' 10' WALKWAY Lt LL Lid 3 COMP 36' 5 M.C. EX. GATE r;+ P.O.C. POWER EXISTING F.H. 8" W KWAY 19,0 10. SLOPE CURB & GUTTER TO DRAIN TO EXISTING CATCH BASINS. ADJUST CB TO GRADE IF NECESSARY 1 " =30' LEGEND 101M17%991 MOIVARISINI CONSTRUCTION NOTES (CONT'D) 19 2" ACP, CLASS B OVERLAY FROM WEST OF BNSF TO NELSON RD. 20 INSTALL "W12 -2" SIGN PER MUTCD ON THE TRESTLE. FIELD MEASURE THE CLEARANCE AND SUBTRACT 2" FOR POSTED CLEARANCE ON "W12 -2 ". 21 INSTALL "R5 -11" Sc "PRIVATE PROPERTY" SIGN PER MUTCD ON THE SAME POST. ADJUST EXISTING MH TO GRADE, IF REQUIRED. INSTALL SIGN WITH APPROPRIATE CONTACT INFORMATION WHEN PUMP FAILS. 24 6" CEMENT CONCRETE BARRIER CURB AND GUTTER PER WSDOT STD DETAIL F -1 SOUNDTRANSIT Date: F MATCHLINE — SEE BELOW ASPHALT PAVEMENT CONCRETE SIDEWALK LIMITS OF PATCHING AND SEALING Scale: Filename: 1 " =30' KPFFTEMP3 Contract No.. RTA/CR179 - 00 Date: 9 -27 -00 • 0 • 0 0 0 0 O O 0 0 ,these plans have been reviewed. by the Public Works for conformance with current --':City Acceptance is subject to errors and - _ -omissious do not authorize violations of ' adopted - Atandards ¢r ordinances. The >fesponsibil ty the. aliequacy of the design rests tbtally with the -designer. Additionsjjjj''''deletions,or revisio s to thes l ar- this_te will vtiid this ceptahce� and :will require a ubmittal of revis drawings - :or - subsequent approval 1 I FinaLacceptance is subject to field inspection by the - Public Works utilities inspector., �q r e. L2 - TLO - � I P I I 1P.O.C. PHONE- EXISTING ROADWAY 8 SPACES 1620' CONSTRUCTION NOTES T LIMITS OF PATCHING AND SEALING EXISTING ACP. CEMENT CONCRETE CURB AND SIDEWALK. ACP RAMP TO GRADE. 42' -0" x 6' -0" CEMENT CONCRETE PAD FOR TICKET VENDING MACHINES. CLEAR UNDERBRUSH, RETAIN EX. TREES, PRUNE UP TO 6' CLEAR ABOVE EXISTING GRADE. 4" PAINT STRIPE (TYP.). DOUBLE YELLOW CENTERLINE STRIPE (TYP.). WHEEL STOPS (TYP.). 6' CHAIN LINK FENCE, TYPE 3 PER WSDOT STD. DETAIL, 4' CHAIN LINK FENCE, TYPE 6 PER WSDOT STD. DETAIL. SEE DETAIL ON SHT. PC -02 AND CITY OF RENTON STANDARD PLAN F -03 FOR ACCESSIBLE STALL PAVEMENT MARKING. 12 6' ASPHALT WALKWAY. KEEP 2' OR MORE FROM PAVEMENT EDGE. 0 0 RELOCATE EX. GATE TO NORTH END OF BOEING ACCESS ROAD. 6' CHAINLINK GATE PER CITY OF RENTON STD. ASPHALT RAMP TO MATCH EXISTING. 16 6' ASPHALT WALKWAY SHALL MATCH EX. CONCRETE WALKWAY. 0 MATCH EXISTING CHANNELIZATION. REMOVE EXISTING BRUSH AND ROCKERY. CIVIL LAYOUT SOUND TRANSIT COMMUTER RAIL TUKWILA TEMPORARY STATION H KISS AND RIDE I DEC 1 8 1_800 PERMIT CENTER II �I III U N a m CO CO rn 10 20 00 Dote HS By A • B RJL Chk. 4" WHITE STALL STRIPE (TYP.) STANDARD STALL RJL App. 9' ADDENDUM ; 3 Revisions 4" WHITE It OF PARKING SPACE STALL STRIPE (TYP.) COMPACT 8' ACCESSIBILITY SYMBOL • C • D COMPACT STALL MOTORCYCLE STALL BLUE BACKGROUND Designed By: Drawn By: Checked By: Approved By: "COMPACT" IN WHITE TRAFFIC PAINT I MOTORCYCLE PARKING STALL DETAILS EXPIRES 8 /1 /01 CENTER IN GROUP OF STALLS Submitted: • Consulting Engineers 1201 Third Avenue. Suite 900 Seattle. Washington 98101 4" WHITE STALL STRIPE (TOP.) Date: 5.0' STD. 9.0' 0 VAN ACCESSIBLE LOCATIONS Approved: E ACCESSIBLE STALL Architecture • ACCESSABLE SIGN WHEEL STOP ACCESSIBILITY SYMBOL PER CITY OF RENTON STANDARD PLAN F001 .EXPIRED SOUNDTRANSIT Date: F Scale: Filename: 1 " =30' KPFFTEMP4 Contract No.: RTA/CR1 79 Date: 9 -24 -00 • G • H .090" ALUM. SIGN AS PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES TOP OF CURB OR SIDEWALK NOTE: SEE RENTON STD. DETAIL G021 FOR DIMENSIONS NOT SHOWN. 1.0' STATE UISABLEU TANS' S REDUIREU ACCESSIBLE SIGN SOUND TRANSIT COMMUTER RAIL TUKWILA TEMPORARY STATION CIVIL DETAILS Drawing No.: RECEIVED CITY OF TUI<WIl.: NOV 8 /Wu PERMIT , PC-02 Sheet No.: Rev a m LAJ ii EXTRUDED CURB © EXISTING PAVEMENT 0.5' COLD JOINT )Il ii Illli 11 111 111 Jlll -1� III- 111�11�11 =III III li in In— III II =11i =1 = ll= 111�i1�ii= 11111 III IIr C--. EXIST. ASPHALT CONCRETE PAVEMENT SAWCUT, MATCH & JOIN APPLY TACK COAT PRIOR TO ACP UNDISTURBED EXIST. BASE COURSE 2" CRUSHED SURFACING TOP COURSE OVER EXISTING ACP TYPICAL SIDEWALK DETAIL 6" NTS 8' 2% 4" THICKNESS BROOM FINISH. CRUSHED SURFACING TOP COURSE WSDOT STD. SPEC. 9 -03.9 (3) ASPHALT CONCRETE PAVEMENT CLASS B WSDOT STD. SPEC. 9 -02 ASPHALT CONCRETE REPAIR SECTION 2 1/2" NTS 1 0" 2 1/2" • SUBGRADE COMPACTED TO 95% OF MAX. DENSITY PER ASTM 0 -1557 1 1 /2 "R. (TYP) CEMENT CONCRETE 1 "R. (TYP) TOP OF PAVEMENT BOND CURB TO ASPHALT WITH EPDXY. EXTRUDED CONCRETE CURB SECTION NTS 0 3' ACP WEDGE =11I —I I IO I rn I =11 =II I I I EXPIRED E D2 DDO 53 • 12' 2" ACP CLASS B OVERLAY MATCH EX. rr/rrmrri rri 7Yrri� - TAY' ii7' 7" Trrmrri >Yr/Yrmmrrimrr}p 6" CEMENT CONCRETE BARRIER CURB & GUTTER OVER 2" C.S.T.C. EXISTING PAVEMENT • 12' MATCH EX. OVERLAY SECTION NTS 2" ACP OVERLAY EXISTING ASPHALT (5.0' TYP) AS DIRECTED BY ENGINEER FEATHERING DETAIL NTS NTS 1/2 "R CONCRETE BARRIER CURB AND GUTTER DETAIL 2' MIN ASPAHLT WALKWAY WITH 2" ACP CLASS B, OVER 4" C.S.T.C. PLACE & FEATHER ASPHALT CONC. PAVEMENT MATCH EXISTING • 6' WALKWAY Fl EXISTING GROUND SELECT BORROW RECENEO CITY Or TUKWIIA D!=C1 12/18/00 10/20/00 Date RJL RJL Chk, HS HS By RJL RJL App, Designed By: MSG Drawn By: Checked By: Approved By: MSG PERMIT REVIEW CHANGE ORDER ADDENDUM #3 Revisions to ieM a /I /01 Submitted: Consulting Engineers 1201 Third Avenue. Suite 900 Seattle. Washington 98101 Date: :Architecture Approved: SOUNDTRANSIT Dote: Scale: 1 " =30' Filename: Contract No.: RTA /CR179 - 00 Date: KPFFTEMP4 9 -24 -00 SOUND TRANSIT COMMUTER RAIL TUKWILA TEMPORARY STATION CIVIL DETAILS Drawing No.: PC -03 PERMIT CENTER LLJ CL CO LLJ d w 0_ w CO CO w C0 n ti w CONCR€1, S 4M11/ T` �1;'ORLN�()IA MARKFk \�. • C MATCHLINE -SEE BELOW • y \� X _X —_-- — 97602 -- - -- - 1INH tilt/ - 213. - 1Y013d0 -__ ,�._____ __ (I� __- y U RL7N:UTQlV Nik7TFIT(ViNO ___ — - -- - 1 SANTA FE F1i;IL A - - -- — _ _ f� h d .1_. k €#?iV tf3 = _ — — � T© vO�� — - -� — -- L _ --- - -- — — SAN � FE — -- — — — o; S2 • • —I - z k PPL S1' I N 1 " =30' D • E / A1NH 83d -1118 — — — — 02 — z z EXPIRED 1 " -30 F • P G • 2D00353 H 457.311_ - GENERAL NOTES 1. UPGRADE EXISTING PUMP STATION CONTROL PANEL TO CURRENT CODE REQUIREMENTS. 2. INSTALL CONTROL PANEL (NEMA 3 OR APPROVED EQUAL) ABOVE PUMP CHAMBER. 3. PROVIDE ALARM LIGHT ON SEPERATE CIRCUT. 4. CLEAN AND CHECK EXISTING DRAINAGE SYSTEM UNDER UP. LEGEND SILT FENCE ® CATCH BASIN PROTECTOR CONSTRUCTION NO1ES 0 PROTECT EXISTING CATCH BASINS W/ CATCH BASIN PROTECTORS. SEE DETAIL E SHEET PC -02 O FILTER FABRIC FENCE. SEE DETAIL D SHEET PC -02 ON CITY OF 7UKbV DEC - 5 2000 PERMIT CENTER /2\ /l No. HS HS By RJL RJL Chk. 11/29/00 10/20/00 Date RJL RJL App. PERMIT REVIEW CHANGE ORDER ADDENDUM #3 Revisions Designed By: MSG Drawn By: Checked By: Approved By: MSG .__j201 Third Avenue, Suite 900 Seattle. Washington 98101 Submitted: =Consulting Engineers Date: Architecture Approved: Date: Scale: 1"=30' Filename: KPFFTEMPS SOUNDTRANS:T Contract No.: RTA /CR179 -00 Date: 9 -27 -00 SOUND TRANSIT COMMUTER RAIL TUKWILA TEMPORARY STATION T.E.S.C. /DRAINAGE PLAN Drawing No.: PC -04 C JO 1 133HS 05.86 ON 900 NOI9NIHSVM 'A.NfO3 '111IM)Ifli AO A113 W'M ''301'8 ''NEZ'1 `9Z '33S 'V /LMN 'Z /L'3 3H1 V "31, ''N9Z'1 'VZ '33S 'V /IMS '1,/1.'3'S 3H1 NI - 861 ON lb1d 12UGHS 1/'i1MNflJ. 0 'O 0) 0�1 VN TWOS 86 6 1.v0 AL3 O>180 ZLIN 'S A8 NW! 7.£41£44046 ON 09080038 83069 0384 SV 193119000 NI '81301361 036491600 11901081094 ONV SPAM 091001091 '193093063 NV 01. 103089 1 9990E19016 'ON 0041010039 83080 03114 SN 4038391. 080040600 0NY 0W931 381 ONV 19341338011 NV 01 1030811S 1 021191£006 'ON 091080038 83096 03114 SV 183141SN'OY 3011 101 NI 0361111603 SN SN0110181538 0611 0801110000 'SLNYN3A03 '511831 391 01 103089 1 6080504048 ONY 8060906048 S,'ON 0N1080338 93069 03114 501 1N364081.861 NI O3NIVINO0 910180 1119011119 NO 03380 '80103 '3398 NO 03108 ANN 41 '28010181538 001011110 198 SNOLL43303 110 /ONY SNOLLVna3S301 'SNOLL3I810301 'SNOLLIONO3 '0190431400 01 1330895 831930 1101 430 (( �� 0610620028 'ON 091080038 d��l 5 - � � 7.LI1Y4IOINS11 391 91116 1961 '11 839 • 039013010 SY 0100 0310 40383141 01.10603 9119991 40 ALO ONY 511831. 361 0911 1939338011 0308003899 NV 01 103089 03913038 1 0964829 'ON 3114 5,90110901 93099 03141 SV 9138391 0391111000 SNOILI0003 ONV 1N3113SV3 NV 01 103089 /0900529 ON 3144 0,901109V 83090 93114 09 9138318. 038191603 SNOLLIONO3 0901 1936435013. 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THIS SHORT PLAT SURVEY COVERS PARCELS B AND C DESCRIBED 7. THE EXISTING ROAD CROSSING OVERT IN FIRST AMERICAN 7171E INSURANCE COMPANIES POLICY NO. 377122 -5K IS A PRIVATE CROSSING ALLOWED BYYY DATED JUNE 30, 1998. THIS AGREEMENT IS WITH THE MCLEO» NOT TRANSFERABLE NO DOCUMENTATION 2. A HELD SURVEY WAS PERFORMED AT VARIOUS TIMES BETWEEN THAT LEGAL ACCESS EXISTS BETWEEN JANUARY of 1990 AND SEPTEMBER OF 1998 USING CLOSED WAY FOR STRANDER BLVD. AND THE TRAVERSE METHODS IN ACCORDANCE WITH W.A.C. 332 -130. THE UNION PACIFIC RAILROAD. THE FOLLOWING INSTRUMENTS WERE USED: TOPCON GTS -2 8 SECOND TOTAL STATION 8. PORTIONS OF THIS SITE ARE LOCATED TOPCON GTS -3 10 SECOND TOTAL STATION PLAIN ZONE AR, ELEVATION 18.0 NG UETZ SET 2C 1 SECOND TOTAL STATION 53033C0978 F DATED MAY 1R, 1995�� PENTAX PTS -V3 3 SECOND TOTAL STATION. 9. NO RECORDED EASEMENT DOCUMEN 3. BASIS OF BEARINGS AND SECTION BREAKDOWN ARE PER A SEWER LINE LOCATED BETWEEN THE EASEMENT PER A.F. NO. 6255262. CONTROL SURVEY DONE FOR THE CITY OF RENTON BY TARGET . SURVEYORS, INC. AS RECORDED. IN BOOK 58 OF SURVEYS ON PAGE 286 UNDER RECORDING NO. 8712299005. 10. THE WATERUNE EASEMENT PER AUD IN MAY OF 1905 OVER AN EXISTING 4. THE NORTH UNE OF THE HENRY A. MEADER. DONATION CLAIM NO. 46 IS BASED ON A RECORD OF SURVEY BY HUGH G. IN GOVERNMENT LOTS 8 AND 10. THE GOLDSMITH AND ASSOC.. INC. AS RECORDED IN BOOK 10 OF 11. THE LOCATION OF THE SEATTLE WA SURVEYS ON PAGE 2 UNDER RECORDING NO. 7707289002. (CRPL #4) IS BASED ON FIELD TIES SURVEY INFORMATION PROVIDED BY 5. THE SOUTH UNE OF THE HENRY A. HEADER DONATION CLAIM BOOK NO. 851, PAGES 45 -52 NO. 46 IS BASED ON A RECORD OF SURVEY BY WILSEY AND HAM INC. AS RECORDED IN BOOK 4 OF SURVEYS ON PAGE 12. ACCESS TO AND THROUGH PARCEL 40 UNDER RECORDING NO. 7503050480. UNDER AUDITOR'S FILE NO'S 34803413, RECORDING NO'S 9003121658, 960121152, 8. THE METRO SEWER EASEMENT DESCRIBED UNDER A.F. NO. 6255262 LOCATION OF THE ACCESS EASEMENTS IS LOCATED APPROXIMATELY 22' FARTHER TO THE SOUTH THAN AND ASSUMED TO BE THE EXTENSIO SHOWN. THE EASEMENT AS SHOWN WAS ADJUSTED TO FIT THE S.E. 158TH ST. (A.K.A. LONGACRES AS BUILT LOCATION OF THE 36' PIPE. ACROSS THE SITE BEEN PROVIDED TO SHOW ACCESS A, PAUL RAILWAY (UNION PACIFIC RAILROAD) 6 2 /� _ _[J0009'07"E 266212' 2 NORTHWEST EY HWY. H IGHWAY NO' 1) THE UNION PACIFIC RAILROAD (MO WS TAO A N E-PRIMAB '`�A.�— AGREEMENT WITH THE RAILROAD. GROUP, INC. AND THE RIGHTS ARE . .- I HAS BEEN PROVIDED TO SHOW R o. S. THE TERMINUS OF THE RIGHT OF -- WEST RIGHT OF WAY MARGIN OF zz �.��" �I '3 TI FD. LEAD & TACK GRAPHIC SCALE •---' I j) dI STA 2M 149 +25.97 1y C I . WITHIN THE 100 YEAR FLOOD I O . > w STAY 0 +00 PER FEMA MAP NO. -. I . 3:v HAS BEEN PROVIDED FOR THE I �^Cai (iN FER,T) OW LAKE PIPELINE AND THE IO.. 1 inch = 100 ft. I = M ONUMENTED 'Y UNE I SEE SHEET 1 FOR EXISTING LEGAL DESCRIPTIONS TOR'S FILE NO. 337825 WAS CREATED y ATER PIPE AT THAT TIME SOMEWHERE I EASEMENT IS CURRENTLY NOT LOCATABLE. 1:4 I e LEGEND: DEPARTMENT BOW LAKE PIPELINE, I �A m • • = SET REBAR & CAP Y EASTSIDE CONSULTANTS, INC. AND NP Ri I Fl). W.S.D.H. W/P.LJ'. 1'18975 E WATER DEPARTMENT PER FIELD Iw MON IN CASE I X = SET "PK NAIL & WASHER I,o'r , I W/P.LS. #15915 IS GRANTED PER DOCUMENTS FILED ICI. I 3485349, 3832892, 5430287, • = FD. MONUMENT AS DESCRIBED DEEDS 9609130558. THE EXACT Iaa5 28 PER ORIGINAL DS IS NOT LOCATABLE, SO7'21'54'E I J . OF THE MONUMENTED CENTERLINE OF PL. 2001• WAY). NO RECORDED DOCUMENTATION HAS NELSON UNE TABLE ROSS THE CHICAGO, MILWAUKEE AND ST. '- RIGHT OF WAY. � IZ U 30 , r P.S,P_& L. CSR. __ -:".1 ' F-- -4 END S0. 958TH ST. BEGIN LONG ACRES L EASEMENT ,_ _- MEASURED LINE' DIRECTION I DISTANCE DEED OIRECRON I DISTANCE L1 N87 '07'47"E 100 03 L2 N87'07 4 "E 129 to N87 OW'O4E 100.00' N87Y3T!'D4'E 124.74' 7= �/ SEC. 25 -23 WEST 1/4 CSR. 25 4 CALC. POSITION SEC. 25 -23 -4 PER R.O.S. CALC. POSITION I BOW LAKE PIPELINE (CRPL #4) BK. 58, PG. PER R.O.S. PER SEATTLE ENGR. DEPT. z BK. 58, PG. 286 SEE NOTE it • -77) _ _ _ _ E 15 -f 15' '-' -- - J AGREEMENT FOR WATER N 9 4 0 4 1 3 1 3 437 (EASEMENT PER REC. N UI �. "�R o. 90117 W ( CHICAGO , L3 NO3'37'43"E 3803 L4 S8715'09'W 132.43' NO3'4004E N/A SAS 93'29 "W 127.45' L5 SOT 21'54M 3809' S01'26'34"E N /A' 286 -- ACCESS ROAD IS A 10' STORM DRAIN ESMT. cI PER REC, 5'S 910123T52� PORTION OF LOT 2 AREA =0.11 ACRES) m & 94 031 0111 59 ���W� (g) f (g) r w NOTE: WATER ESMT. PER REC. NO. 8306290778 OVER m N THE NORTH 10' AND THE SOUTH 10' OF LONGACRES WAY -- - - - - - 10' ACCESS &UTILITY ESMT. WEST OF THE U.P.R/R I _,_ — _ PER REC. NO. 9404131434 10' COMMON UTILITY ESMT. ?' I --- - - - PER REC. NO. 9404737435 I ®N P�1l�i1FIG - - -L = _ _ _ _ 1 -_ _. MILWAUKEE & ST, PAUL RJR ( - -- o ! I � - V. (`=! ) DOCUMENT NOT PROVIDED) _ _; . - -_,_._ 03'37 "E - '- - 30' ESMT. FOR ROAD. ACCESS, AND STORM DRAIN ACROSS PIPELINE SANITARY SEWER PER NEC. NO. 9305162053 z z EASEMENT (10' x 30') (� o, ro NEC. NO. 7402080365 1 F" LOT 3 W d � w •'08'45 M W �, + .. �- . N 89'10'4 SED 851) co 10' WATER ESMT. PER " I 60' WATER PIPEUNE REC. NO. 9305182052 10' WATER ESMT. PER o NEC. N0. 9305182052 z W N w C m I mm N ° z I 90' ESMT. FOR ROAD, m I n ACCESS, AND STORM DRAIN ACROSS PIPELINE ):it PER REC. NO. 9305182053 , burg �" ' ; 15.00' Mil I �'_ �_. _ N8713'32'W 73'15 =� .g y -1 � o o y y o z C z n •p - 10' ACCESS PER NEC. 9 4 8.90' I I - -. - -�� E; 30' OFFSET ._ -V ';. J & UTILITY ESMT. -- - - NO. 9404131434 SET 30' OFFSET 20' ACCESS & u f ESMT. PER REC. NO. 9809130558 (E LONGACRES WAY = EXTENSIO ► is OF MONUMENTED S0. 158 ST. LOT 2 TH K I 295,675 SQ. FT. 'Y UNE = NEW LOT LINE 17.50' I lot 6.79 ACRES .-. F.; . . �: (_ �� I ' I{ 35' ROADWAY ESMT. + PER A.F. NO'S 3832692 k & 5430287 SEE NOTE 12 - _ 17,50' �� 30' NO2T)7'28'E Rte.— = - - l -_ _ -� --�_ �_•.• 466,50' NO3'37''E 43 13%02 LOT 1 136,240 SQ. FT. 3.13 ACRES OF U.P.R/R) 22' ACCESS & UTILITY .. .03129013 ESMT. PER REC. NO. 609130558 10' TEMP. CONST. ESMT. PER REC. O. 9101231527 SET 22' OFFSET 0 TOP OF SWALE - - -_-._ n cn �: `! , - - - 1 a �i BURLINGTON 978.02' ') 143 3.33' 15' STORM DRAIN ESMT. 457.31 1 /I INOR(fNERN 89'21' PER SED BK. 851 PG. 50 (HELD) m SEE NOTE 11 END. CONC. MON. W/BRASS PIN OWN. 2' SET H &T ON SURFACE p SED 851 PG.00 '4 80.00 REC./MEAS. REC./MEAS. N876'09 CENTER 1/4 CSR. SOUTH SEC. 25 -23-4 SEC. 2 CALC. POSITION CALC. PER R.O.S. PER R..S. BK. 58, PG. 28: END. 5 8' REBARS W/ /�BK. 58, ALUM. CAPS P.LS. #11691 / L 4: 1. - SOUTH CENTERLINE PER 6.0.5. BK. 58, PG. 286 Ir NORTHERN R/R FIELD SURVEY LO PACIFIC RE/RR -} PER REC. NO'S 9101231527 & 9403101159 TOE OF SWALE NORTHERN PACIFIC o STORM DRAIN ESMT. PER REC. NO'S 9101231527 'Y 10 & 9403101159 ( -ii G o _.- RECEIVES o - CITY OF TUKWILA o I' DT`' - 5 2000 'HC'NFR''. / MF.E, [E FR i �rs� W ' - ' _' ' ) ` - 1 G' of wqq � ?ERMIT CENTER ,J ' •+•- �o N p /4 CON. I - ' a. .yt 23-4 N 4 1) OSI1ION + ' • es.•..A• NORTH 1/4 CUR. PG. 286 O I ' LA0 • • ... • 4' SEC. 24 -23-4 Re✓411 /yq 91'40'58' A CALC. POSITION SEE NOTE 4 PER R.O.S. 1260.45' SEE NOTE 4 :SIRE 8/209• . "�l9 /9B SEE I BK, 58, PG. 286 ' __" "` SECTION 25 N0197'S5 'E 2653.78' 24 N8714'29'W 70.00' REC./MEAS. N01'05'30 "E + V 24 �� 5296.29' Y G ' RECORDER'S CERTIFICATE Filed for record this day of 19 at M in book of at page at the request of R / CA�p RR K12 5u l Mgr. Supt. of Records SURVEYOR'S C This map correctly represents me or under my direction In c requirements of the Survey Re request of...$.011 IRA11511 in...SEP..T....194 ........F Certificate a survey made by nformance with the ording Act at the .... No 1881 ® TUKWILA SHORT PLAT NO. L98- IN THE S.E.1 /4, SW1 /4, SEC. 24, T.23N., R.4E., & THE E.1/2, NW7 /4, SEC. 25, T.23N., R.4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON DWN BY S. KITZ DATE REV. 10/98 9/98 JOB N0. 98150 ENGINEERS- SURVEYORS 416 RAINIER BLVD, NORTH ISSAQUAH. WASHINGTON Seas FAX: 142513m2 67S CHKD BY R. KITZ SCALE 1'" =100' SHEET I 2 OF 3 s5.3 N00 "E 1331.06' 2662.12' 26 23 WEST 1/4 COR. CALL. POSITION I SEC. 25 -23 -4 PER R.O.S. BIC 58, PG. 286 R D. S. GRAPHIC SCALE .0 o ,00 200 1331.06' 25 NORTHWEST COR. SEC. 25 -23 -4 CALL. POSITION PER R.O.S. BK. 58, PG. 286 W EST V ALL F1W� -- 4 . all Ma MO I ` a r 1 inch = 100 ft. - SEE SHEET 1 FOR EXISTING LEGAL DESCRIPTIONS SEE SHEET 2 FOR SURVEY NOTES LEGEND: • = SET REBAR & CAP I 1(= SET "PK NAIL & WASHER W P.LS. #16915 - / A Q = FD. MONUMENT AS DESCRIBED z v IA 4 CENTERLINE CHICAGO. MILWAUKEE RAILWAY MAIN IRA 1 -30-90 ..-�- '� I�..( �� I< NOM ACCESS TO LOTS I 3 AND 4 WILL BE PROVIDED I (ALSO SEPARATE NOTE DOCUMENT (ALSO SEE NOTE 7) 1 30' -- AND ST. PAUL -� S AS LOCATED I a 1 Z I 8 ® f .. I C I Sc N 0 m m _ 130' I I - c 21g z Ci8 1^ z DT m F P.S.P- & L- Z m z � I SET IR & CAR - - 15'0/S ON P PRODUCED PACIFIC R/R X03'2 I R =6837 L406.06' - - - -- - '10" 00' AT GRADE. SIGNALED 1�� CRO SSING SEE NOT 7.1 I L - - -__ 10' METRO SEWER 2, PER A.F.#6384960 SE N OT E 6 AGREEMENT FOR WATER ESMT. (10' x 20') PER NEC. NO. 9404131437 (EASEMENT_ --- ' - 'DOCUMENT NOT PROVIDED) A=00.40'14" 4 no s ew R =6837.00' rL= 80.00 L =6 ' I c _ w it) - ,_ - -- _ _ _ � I _ - NI W UNION (CHICAGO, MILWAUKEE & ST. PAUL 'W 5 1.6 R /R► NI L =to7.80' .aD' 15'X' - -- .-- W —_ -� -- - - - NO1'20'53 426.80 Ili - _ - 3 114 .84' _ I I _ ,s$ -r- - ( <a - - - - 03.37'. . '192.23' - 4 Y it - - I I - - - -_ - - - - - w 14' METRO SEWER -' 30' 30' x01'15'27' z �.::...f.. CA FENCE - - - - -- 11 ./ mi o ESMT. PER A.F.#6384960I R =6837.00' I EII zz - ENCLOSURE ' _ _ — — N m MITIGATED EDGE OF WETLAND PER AGREEMENT WITH THE CITY OF TUKWILA o MITIGATED WETLAND AREA 123,252 SQ. FT. 2.83 ACRES 0' X02'0844`1 R = 256.0 I L =256.0 m lnlm n .• i C mt z 5 0' r No2ro726-E� R m 23.27'-a . .rr. K I ti 3 n m AREA! 0 SEE NOTE 6 L =150.04' ' I 80' ROAD RESERVATION PER NEC. NO.S 9203161730 & 9404131 3 I W N z, a :'> v, LOT 4 I v M TOTAL AREA - " ' n u 43, SQ. FT. I r` z 5.59 ACRES NORTH OF WETLAND I 180' I I 30' ESMT. FOR ROAD, .i PO0ET ACCESS AND STORM w -I LINER ' r I I ' 9 E' SUB O1 DRAIN ACROSS 3001 2053 SANITARY SEWER PER REC. NO. 9 STA ro 30518 i I EASEMENT 00' x 30') N F m 1 REC. NO. 7402080365 I I x w EXIST. SEW LINE _ - SEE NOTE 9 0 246 8•E w w :441411 N I I 80. r... r- nl 851) "' ; , : ; (, e_ (_ (; "� ) _ I I I I LOT 3 '1 10' WATER ESMT. PER I i i ¢ 60" WATER PIPELINE I� w iii ■ I I I I 163,229 SQ. FT. R EC. NO. 9305182052 1 0' WATER ESMT. PER _ w • -REC. NO. 9305182052 3.75 A CRES_ c 2. CO -- t BURLINGTON NORTHERN y w I 20,366 SQ. FT. I i I I' ' LOT 2 z° W n V 2.76 ACRES I mI I I I , /-; i i :. �": C� IE 61 z I 1 30 ELECT. ESMT. PER ACCESS, AND STORM - - 72.81' 7'2.82. I 1,' C NO 5417049 DRAIN ACROSS PIPELINE I I N NO2 ,'• PER. REC. No. 9305182053 7 g 15.00' n 132285 in 530.03• 1 �� 4 (NORTHERN PACIFIC R/RI °- — — _ R/R ( ) ESM METRO R A F.#6384960 30' OIL PIPE LINE ESMT PER •••• _ T - SEE NOTE s A.F. NO'S 5927062 & 6255972 t �- -'- 3 a - --_ ! �- 73 .NE71 15 ' '32 "W F IELD SURVEY LOCAi10N I22 3I M i II SET IR &CAP 15'0/S ON PRODUCED / 1326.88' -J NORTHERN PACIFIC RR. T BURLINGTON NORTHER R RAILROAD CO. S OLD MAIN LINE m z CI'. 8921' PER SED (HELD) CENTERLINE Wr-STERLY TRACKS o 851 PG. 50 (HELD) ���� - ��r AS LOCATED 31 -90 ay � o 100' RIGHT 0 WAY PER DEED I SEE NOTE 11 FND. CONC. MON. WN SURFACE CE R A.F. NO. 2717 1 Co OWN. 2' SET H &T ON SURFACE G'. • w as •. , m iC - 1/ f • r I `. ( • SED 851 PG.50 1: • • ...:. REJ 41.149 -I � m i ::. It :: Ali. Yk49 DIM DIM 2.gI EXPIRES: 81211 ' -• • • . • • • .. `.` - N87'46'o9 'W ECEIVED 80.00• REC./MEAS. R rcw NORTH 1/4 COMP OF Tul _ CALL. Po ISIS 114JF C -- 5 201 PER R.O.S. BK. 58, PG. 2 4RMIT CENTS "Z", 1326.88' NORTH -SOUTH CENTERLINE E PS LSS { PER R.O.S. 2 2653.76' PER R.O BK. 58, PG. 286 CENTER 1/4 COR. SEC. 25 -23 -4 CALC. POSITION PER R.O.S. BK. 58, PG. 286 SECTION 25 24 N8714'2e"W. 70.00' REC./MEAS RECORDER'S CERTIFICATE Filed for record this day of 19 at M in boo)' of at page at the request of RI�HAt3P..R f ,,. rlit Mgr. Supt. of Records SURVEYOR'S CEI(TIFICATE This map correctly repres nts a survey made by me or under my direction In co formance with the requirements of the Survey Rec rding Act at the request of...,5.014NR..7.(iAlar in..sERF...19913. // (1.5.. Certificate No 1681, ASTSIDE CONSULTANTS, INC, ` TUKWILA SHORT PLAT NO. L98- IN THE S.E.1 /4, SW1 /4, SEC. 24, T.23N., R.4E., & THE E.1/2, NW1 /4, SEC. 25, T.23N., R.4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON DWN BY S' KITZ DATE REV. 10/98 98 JOB N0. 9$50 ENGINEERS - SURVEYORS 416 RAINIER BLVD. NORTH ISSAQUAH, WASHINGTON 9802 PHONE: 14201392 - 5381 PAX: 14251392.4979 `-- CHKD BY R. KITZ SCALE 1".,100' SHEET r e 3 OF 3 EI ►IRED D 0 CL 53 1 tT. / 24" WIDE YELLOW �' v+ n���. z���: 5�` � '''^�..��t�,�= 'a�' "k�- ��,.,a'�. , .�' M av`�cE �_ r-�i c+€s�a°^-°a } - - PATRON WaawilolitWigiiMagagag Via£ rc = 24" W DF YEI LOW RETRO -FIT WARNING TILE. 10/20/00 Date. STAIR SECTION TYPICAL DGN Chk. PSH App. PLYWOOD RISER STRINGER, TYP. ADDENDUM #3 REVISIONS Revisions CENTERLINE OF T CENTERLINE OF TR EMBANKMENT 1106.9.3 Nosiugs. Stair nosings shall be flush, slip- resistant, and rounded to a: radius of 1/2 inch (13 mm) maximum. Risers shall be sloped, or the underside of the nosing shall liave an angle allot less than 60 degrees froe the horizontal! Nosings shall p e ere no more than 14/2 inches (38 me). GLUEDOWN NON -SLIP STRIP, TYP ON EACH STEP 5/4 "x4" WD DECK BOARDS W/1/8" GAP. 1 1/2" CLR. Drawn By: Checked By: Approved By: PETER SNYVESANT HO CKADAY STATE OF WASHINGTON REGISTERED ARCHITECT 1' =11 4' HIGH CHAIN LINK GUARDRAIL Submitted: PLATFORM AND RAMP PLAN SOUTH PORTION Date: 330' -0" STAIR ELEVATION, TYP Approved: Architecture 1/4 " =1' -0 SOUNDTRANSIT C�— SLOPE UP B 4.5% TYP. 8' -0" TYP. EXISTING EMBANKMENT 42.0 DCO 3 PARTIAL RAMP ELEVATION ��.�,;�`- -�: ''�= ��`Ta s�°a Yea.._: fr �;. ��.�^ �:` ��. �. m��*' �" m ' x''& � T'•u•.�:''a.e:,.�+.'�T�^T..s"c� ,a�:�� 2 1/4"=1 —0" +34.77 ■ +34.77 A • B EMBANKMENT HANDRAIL SECTION • C NTS PICAL es. GALVINIZED 1 -1/4" SCH. 40 PIPE HANDRAIL WELDED TO FENCE UPRIGHTS 4 3 " =1' -0" 7224 TYPICAL • Scale: lename: 4' -0" HIGH CHAIN LINK FENCE VARIES PA— 01.DWG Contract No.: RTA /CR179 -00 9/28/00 e C, • H GENERAL NOTES 1. FOR, AREA OF PROJECT OUTSIDE OF PLATFORMS, SEE CIVIL DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY EXACT CITY OP I V E Dm TRACK ELEVATIONS AND CONSTRUCT PLATFORM EDGE 8" ABOVE TOP OF RAIL. NOV - 8 2 KID PERMIT 3. ELEVATIONS SHOWN ARE BASED ON AERIAL SURVEY INFORMATION AND ARE FOR GUIDANCE ONLY. FIELD CONDITIONS MAY VARY. ADJUST ELEVATIONS. RISER HEIGHTS AND RAMP SLOPES ACCORDINGLY. IF SUCH ADJUSTMENTS RESULT IN RISER HEIGHTS OR RAMP SLOPES IN EXCESS OF CODE MAXIMUMS, NOTIFY STCM BEFORE PROCEEDING. E SOUND TRANSIT COMMUTER RAIL TUKWILA TEMPORARY STATION PLATFORM AND RAMP PLAN SOUTH PORTION 1 " =1 0 ' -0 " C\fV }p! {Si ) 1 D}_C ~ Drawing No PA -01 Sheet No.: Rev.: • 5 o. Date By Chk. App. • 230' -0" 4 -TYR. CENTERLINE OF TRACK tam. 11:310:111111114/Kata 'MEW 10 20 00 LAM PSH ADDENDUM #3 REVISIONS Revisions EM BAN Checked By: 24" WIDE YELLOW RETRO-FIT YV/A ILL. REGISTERED ARCHITECT CENTERLINE OF TRACK MINI-HIGH PLATFORM VERIFY LOCATION WITH STCM , L= 1 ;:k . T.M 5 r.k.taMWSE , ME :- ZerSal= 1.11.11.1 -1 32-2 1/2" +34.77 24" winF '(FTI I OW RETRO-FIT WARNING TILE. +34.77 WOOD-FRAMED RAMP SIQP-E'"Drra 4.5% TYP. > MaA 4 c Contract No.: RTA/CR179-00 D AREA I DI ATES R■ DE ASPH LT WAL SEE CI IL. NCE MINI-HIGH PLATFORM SECTION r-3 1/16" • 8' -6" PLATFORM FRAMING SEE STRUCTURAL • HANDRAIL CLEARANCE POINT HANDRAIL CLEARANCE LINE \ TOP / HANDRAIL / CLEARANCE LINE WORKPOINT To OF PLATFORM TOP OF RAIL 1 /2"= r -0" Designed By: Drawn By: TRACK 3 MINI-HIGH PLATFORM PLAN DON CCL 7224 • PETFR STUVVESANT HOCKADAY STATE OF WASHINGTON Approved By: PSH Submitted: PLATFORM AND RAMP PLAN NORTH PORTION EXPIRED Dote: Architecture Approved: SOUNDTRANSIT Date: Scale: Dote: 4' HIGH CHAINLINK FENCE NON-SLIP STEEL PLATE RAMP 24" WIDE YELLOW RETRO-FIT WARNING TILE 24" WIDE RED RETRO-FIT WARNING TILE VARIES Filename: PA-01-02.DWG 9/28/00 GENERAL NOTES SOUND TRANSIT COMMUTER RAIL TUKWILA TEMPORARY STATION PLATFORM AND RAMP PLAN NORTH PORTION 1 "=1 0' -0" D_ 1. FOR AREA OF PROJECT OUTSIDE OF PLATFORMS, SEE CIVIL DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY EXACT TRACK ELEVATIONS AND CONSTRUCT PLATFORM EDGE 8" ABOVE TOP OF RAIL. 3. ELEVATIONS SHOWN ARE BASED ON AERIAL SURVEY INFORMATION AND ARE FOR GUIDANCE ONLY. FIELD CONDITIONS MAY VARY. ADJUST ELEVATIONS. RISER HEIGHTS AND RAMP SLOPES ACCORDINGLY. IF SUCH ADJUSTMENTS RESULT IN RISER HEIGHTS OR RAMP SLOPES IN EXCESS OF CODE MAXIMUMS, NOTIFY STCM BEFORE PROCEEDING. crArt2NILA NOV - 8 2g00 PERMIT CENTER 171u: 2 r, 2 1 /4"= 1' -0" Drowing No.: PA-02 Sheet No.: 5 16'-8" 13 16'-8" 5'-0" „0 } I 1 iH I = RAMP UP © 1:20 A +r-1" ABOVE PLATFORM = 1= = , will .., mg i: Aiiimiiiiiimimoimimiiiiiit Am iii 0110111Ailiiiiiiiiiiiii cr',„ moliiiiiiiiiiiiiliiiiiiiiitil , o. Date By Chk. App. • 230' -0" 4 -TYR. CENTERLINE OF TRACK tam. 11:310:111111114/Kata 'MEW 10 20 00 LAM PSH ADDENDUM #3 REVISIONS Revisions EM BAN Checked By: 24" WIDE YELLOW RETRO-FIT YV/A ILL. REGISTERED ARCHITECT CENTERLINE OF TRACK MINI-HIGH PLATFORM VERIFY LOCATION WITH STCM , L= 1 ;:k . T.M 5 r.k.taMWSE , ME :- ZerSal= 1.11.11.1 -1 32-2 1/2" +34.77 24" winF '(FTI I OW RETRO-FIT WARNING TILE. +34.77 WOOD-FRAMED RAMP SIQP-E'"Drra 4.5% TYP. > MaA 4 c Contract No.: RTA/CR179-00 D AREA I DI ATES R■ DE ASPH LT WAL SEE CI IL. NCE MINI-HIGH PLATFORM SECTION r-3 1/16" • 8' -6" PLATFORM FRAMING SEE STRUCTURAL • HANDRAIL CLEARANCE POINT HANDRAIL CLEARANCE LINE \ TOP / HANDRAIL / CLEARANCE LINE WORKPOINT To OF PLATFORM TOP OF RAIL 1 /2"= r -0" Designed By: Drawn By: TRACK 3 MINI-HIGH PLATFORM PLAN DON CCL 7224 • PETFR STUVVESANT HOCKADAY STATE OF WASHINGTON Approved By: PSH Submitted: PLATFORM AND RAMP PLAN NORTH PORTION EXPIRED Dote: Architecture Approved: SOUNDTRANSIT Date: Scale: Dote: 4' HIGH CHAINLINK FENCE NON-SLIP STEEL PLATE RAMP 24" WIDE YELLOW RETRO-FIT WARNING TILE 24" WIDE RED RETRO-FIT WARNING TILE VARIES Filename: PA-01-02.DWG 9/28/00 GENERAL NOTES SOUND TRANSIT COMMUTER RAIL TUKWILA TEMPORARY STATION PLATFORM AND RAMP PLAN NORTH PORTION 1 "=1 0' -0" D_ 1. FOR AREA OF PROJECT OUTSIDE OF PLATFORMS, SEE CIVIL DRAWINGS. 2. CONTRACTOR TO FIELD VERIFY EXACT TRACK ELEVATIONS AND CONSTRUCT PLATFORM EDGE 8" ABOVE TOP OF RAIL. 3. ELEVATIONS SHOWN ARE BASED ON AERIAL SURVEY INFORMATION AND ARE FOR GUIDANCE ONLY. FIELD CONDITIONS MAY VARY. ADJUST ELEVATIONS. RISER HEIGHTS AND RAMP SLOPES ACCORDINGLY. IF SUCH ADJUSTMENTS RESULT IN RISER HEIGHTS OR RAMP SLOPES IN EXCESS OF CODE MAXIMUMS, NOTIFY STCM BEFORE PROCEEDING. crArt2NILA NOV - 8 2g00 PERMIT CENTER 171u: 2 r, 2 1 /4"= 1' -0" Drowing No.: PA-02 Sheet No.: • 4' -0" HIGH CHAIN LINK FENCE B F 3/4" T &G PLYWOOD OVER WOOD FRAMING PER STRUCTURAL // //. / / //, /i \ % / \ \ RAMP FOUNDATION PER X////,./ %/ / / \ / /STRUCTURAL / / \ \ / \ \ <\\/\\,\\.\\,\\.\\ \ \ \ / \ / /\ /// / / / \ // / \X \N \ \! s<,/ N \�\ \ �\ \ �\ ' /, //, //\ //, //, /i \ //, // //, / / //, //, //, // // / //, / RAMP SECTION 6 1/2 " =1' -0" EXISTING WOOD TRESTLE (2) 1/2" X 3" LAG SCREW © EACH TRESTLE JOIST 3/8" THICK STEEL CHANNEL BENT TO ANGLE OF PANEL CONTINUOUS 3/8" X 1 1/2" TAMPER —PROOF ROUND HEAD MACHINE SCREW AND NUT ® 24" O.C. PRE — FORMED METAL ROOF PANEL ROOF PANEL SUPPORT C 4' -0" HIGH CHAIN LINK FENCE • D 3/4" T &G PLYWOOD OVER WOOD FRAMING PER STRUCTURAL 5 -4" I _TOP OF PLATFORM $ T Y OP OF RAIL �I T ' / / 'i \�i / ice / / / / \ /\/ j / / /i / / / / /i / /i / / i /i /A /i /i \ / / \ % \ / \/ �PLATCORRAFOUNDATION PER / \� \ / \ � \ / \ / \� \ \ \�j \ \�j \\ j \ \� /� /\\\\\N\\\\\\' \EMBANKMENT \ \N \\\ \ \/ � 'T / EXISTING ,/ ,EMB� \ \ \\ \i\ /X /X \i \ /X \ / /\ \i\ \i\ \i /\ \iX \i\ \i\ \iX \iX /X /X /X /X /X /X /X /X \ \i\ \iX /X /X /X /\ \i\ PLATFORM DETAIL 3 7 1/2°=1'-0" TVM DETAIL 1/V=V-0" SECTION POWER .; : 10' —O" 15' -0" TRANSLUCENT SIDE WALLS AND ROOF SOLID PANEL R \ LIGHT FIXTURE EAR WALLS ELEVATION 3' 9 11/16" 6' -2 5/16" 42' -0" 20' -0" EXISTING. ASPHALT PAVING 6' -2 5/16" 3' -9 11/16 CONCRETE PAD PER CIVIL DRAWINGS PREFABRICATED SHELTER PLATFORM SECTION 1/4 " =1' -0" LOOKING WEST D1D00 mow 8' -0 "`� U +30.5' EXISTING TRESTLE NEW RETAINING WALL — SEE STRUCTURAL RECEIVED CITY OF TUKWI 4' -0" HIGH CHAIN LINK iO i 8 261 FENCE NEW 6' -0" WIDE ASPHALTVERMIT CENTS PATHWAY 61 +22.0' EXPIRED 5 TRESTLE SECTION • 'COBRA HEAD' LUMINAIRES TIMBER POLE WOOD FRAMED PLATFORM H 48" HIGH CHAINLINK FENCE, TYP. 6' WIDE WOOD EXISTING RAMP EMBANKMENT 1/a " =1' - 0" 10' -0" RADIUS METAL ROOFING ATTACHED TO UNDERSIDE OF TRESTLE STRUCTURE TO SPAN W NTH OF TRESTLE (APPROX. LIGHT FIXTURE PER ELECTRICAL No. 10/20/00 Date LAM By DGN Chk. PSH App. Revisions Designed By: Drawn By: Checked By: ADDENDUM #3 REVISIONS Approved By: DGN CCL DGN PSH Architecture Date: Approved: SOUNDTRANSIT Date: Scale: VARIES Filename: PA 03.DWG Contract No.: RTA /CR179 - 00 Date: 9/28/00 SOUND TRANSIT COMMUTER RAIL TUKWILA TEMPORARY STATION SECTIONS AND DETAILS Drawing No.: PA -03 Sheet No.: Rev.: 2 1/4"=1'-0" SIDING DETAIL SHELTER PLAN DETAIL 2" LONG, GALVANIZED WOOD SCREW ® EACH STUD PRE -DRILL TO COUNTERSINK y2 THICK CLEAR ACRYLIC LAP SIDING 2X4 WOOD FRAMING 1/2" THK. ACRYLIC SIDING 10 GA GALVANIZED SHEET METAL CHANNEL CONT. #12 x 1 1/4 S.S. PAN HEAD WOOD SCREW ® 18" O.C. HALF SCALE STOP 4' HIGH CHAINLINK FENCE AT THIS POINT, TYP. rl�l�l�l•I \� FRONT ELEVATION 2 X 8 JOIST 8' -0" TYP. 4 SHELTER PLAN, FRONT ELEVATION AND SECTION CORRUGATED FIBERGLASS ROOF PANEL #10 x 1" ALUMINUM ROUND HEAC WOOD SCREW WITH 1'/2" ARMOREI NEOPRENE WASHER © 12" O.0 WOOD BLOCKING BEYOND NEMMINEME •I•I J •I• -aImmi•iii• BENCH 2x4 STUDS @ 1'6" O.C. TYP. 44 POST LINE OF ROOF ABOVE PLATFORM — 1x6 BRACING '-o" SECTION CORRUGATED FIBERGLASS OVER 2x8 JOISTS (2) 2x8 W/ 1/2" PLYWOOD BETWEEN Ark RAMP CLEAR ACRYLIC LAP ' SEE DETAIL 4 /PA -04 ;1 Date LAM DGN Chk. PSH App. Revisions. Designed By:' DGN Drawn By: CCL Checked By: DON Approved By: PSH ADDENDUM #3 REVISIONS REGISTERED ARCHITECT Submitted Architecture Date: Approved: Date: Scale Filename VAR I ES ilename VARIES PA- O4IDWG Contract No.. RTA /GR179 - 00 Date 9/28/00 SOUND TRANSIT COMMUTER RAIL TUKWILA TEMPORARY STATION SHELTER PLAN, AND DETAILS ROOF PANEL CONNECTION 5/4" X 4" CLEAR CEDAR DECK BOARDS WITH Y" SPACE BETWEEN BOARDS 2X4 PLANED CLEAR CEDAR CONT. EXPIRED 2X4 SHELTER FRAMING 2X4 PLANED CLEAR CEDAR CONT. 1 /4 " =1' -0" RECEIVED CRY OF TU "�,4 NOV - 8 2UUa 2X4 FRAMING gRM'T 16" O.C. Ll CII'I 21 1/2"=v-oo" No.: NEW SHEET ADDED 3 4 • 0 CD 0 LJ LJ CO CD 4 5 • 2 3 / T (3)2x12 3 /4" PLYW OD 8' -0" TYP 2x8 CONT (3)2 10 2x8 CONT TYPICAL PLATFORM PARTIAL PLAN 21'g8" 2x8 ®16 "OC %2 " =1' -0" 3 /4" PLYWOOD in 13' -0" 2x4 & 4x4 BELOW 2x8 CONT 2x4 & 4x4 BELOW — 2x8 CONT 132 MINI HIGH PARTIAL PLAN 2x8 CONT 8' - 2x8 CONT 1 h " =1' -0" CL TYPICAL RAMP PARTIAL PLAN 21'x8 "' TYPICAL PLATFORM PER PARTIAL PLAN RAMP PER PARTIAL PLAN -� 40',00" 2x8 CONT (3)2x10 (TYP) 2x8 ®16" OC C� 3 4" PLYWOOD (3)2x12 (TYP) 2x8 CONT PLATFORM PER PARTIAL PLAN N 1 d "POP-OUT' PARTIAL PLAN 2x4 ( 16 "OC "POP -OUT" PER PARTIAL. PLAN 4x4 POST (TYP) %2 " =1' -0" LINE OF ROOF ABOVE SHELTER PLAN 2x4 ® 16 "OC GENERAL NOTES: 1i ALL', DIMENSIONAL LUMBER TO BE PRESSURE TREATED # HEM F,IR.. 2: FRAMING 'NAILS TO1BE COMMON, SIZE & NUMBER PER PLANS. ALL ELSE PER UBC TABLE 23- II -B -1.. 3. PLYWOOD INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS. 4. SAWN LUMBER SHALL BE PER SPECIFICATIONS. 5. PLYWOOD, TO BE ATTACHED TO JOISTS w/ 8d NAILS © 6 "OC. 6. CONCRETE STRENGTH f'c =3000 psi. 7. CONNECT RIM JOIST, WHERE CHAINLINK FENCE IS, WITH (3) 3 /8 "0x3" LAG BOLTS EACH JOIST. 1' -0' N PLATFORM PER PARTIAL PLAN CCTV OF TUB. .4 NOV - 8 UUU AERMI'. . c No. 10 -20 -00 Date Chk. ADDENDUM #2 App. Revisions Designed By: Drawn By: Checked By: Approved By: KLH KHP CDO ABC EXPIRES. 1/31/0.2 • I Consulting Engineers 201 Third Avenue. Suite 900 Seattle. Washington 98101 (2051622 -5822 Fax 061622 -800 Submitted: Date: Approved: Scale: Filename: AS NOTED Contract' No.: RTA /CR 179 - 00 Date : Dote: 9/28/00 SOUND TRANSIT' COMMUTER RAIL' SYSTEM TUKWILA STATION PLATFORM PLANS Drawing No.: PS -01 Sheet No.: Rev.; 1 • A No. 10-20-00 Date PLATFORM PER PARTIAL PLAN (2)2x8 6' -0" By Chk. App. STAIR PARTIAL PLAN 1 3 4" T & G MARINE PLYWOOD 2x8 10 18" OC (2)2x10 ADDENDUM #2 Revisions STAIR PER 2 /PS - 02 Designed By: KLH Drawn By: KHP Checked By: CDO Approved By: ABC CID excac 1/31/0 7_ DOUBLE 2x STAIR STRINGERS (TYP) - - -- ���. „11 2a8 TY ii Iuuuul I• ■�� I �uuu (2)2x10 r DOUBx STRINGERLE 2S (TYSTA P) R STAIR PARTIAL PLAN 2 zoo Consulting' Engineers 120i Third Avenue. Suite 900 Seattle, Washington 98101 061622-5822 Fax (2061622 -8t30 Submitted: 3 /a T & G MARINE PLYWOOD EXPIR D Date: 1 /2" =1'_0" 6/PS-03 Architecture Approved: Date: Scale: AS NOTED Filename: Contract No.: RTA /CR 179 - 00 Date: 9/28/00 FOR GENERAL NOTES SEE PS -01 SOUND TRANSIT COMMUTER RAIL SYSTEM TUKWILA STATION STAIR + SHELTER PLANS RECEIVED CRY OF TU'/ "'�Lq NOV - 8 2000 PERMIT Drawing Na.: PS-02 Sheet No.: Rev.: CD CO CD m CO 2 3 4 • 5 4_ TRACK TOP OF RAIL 2x8 BLOCKING 2x8 BLOCKING 9 ^ S - A SLOPE Y4" /FT 2 • 3 /4" PLYWOOD 2xRIPPED TO MATCH RAMP SLOPE 1/4" PLYWOOD JOIST PER PLAN DOUBLE AT SUPPORT POSTS I�I FOUNDATION PER DETAIL 7 A MINI -HIGH SECTION 6' -0" B • SIMPSON H2.5 TIE CONNECTOR, (2) PER JOIST CLIP W/ 1 /2 "6 BOLT (GALV) CLIP W/ %2 "0x4" (GALV) LAG BOLTS EACH SIDE CHAINLINK FENCE POST B 6' -0 "OC PER ARCH 4x4 POST w BOLTED CC POST CAP (SEISMIC) 4x4 POST w/ BOLTED CC POST P (SEISMIC) SIMPSON H2.5 TIE CONNECTOR, PER JOIST 2x6 DIAGONAL BRACING EACH BAY PLATFORM SECTION #5 B 12 "OC EA WAY 1' -0" 1 -U' 4' -6" RETAINING WALL SECTION CHAINLINK FENCE PER ARCH SEE 1 /PS -03 FOR CONN BLOCKING AT PANEL JOINTS 1 /2 " =1' - 0" CHAINLINK FENCE PER ARCH WALL DRAINAGE PER WSDOT STANDARD PLAN D -4 SIDEWALK PER CIVIL DWGS 2x6 DIAGONAL BRACING EACH BAY SIM 3 /PS -03 A 5/4 "x4 TREAD TYP — ��� SIMPSON "HU" (2) 2x10 I \i HANGER DOUBLE 2x 4x4 POST w /BOLTED STRINGER CC POST CAP (SEISMIC) (TYP) SIMPSON "HU" HANGER - 6" MIN (TYP) NOTCH STRINGER TO SEAT 4x4 POST AT EA END w/ BOLTED CC POST CAP (SEISMIC) %2 " =1' -0" 10 CORRUGATED FIBERGLASS ROOFING PER ARCH. FASTENING PER MANUFACTURER 1 ® r� i �I� 2x8 B 16 "OC (2) 2x W/ 11 /p" III ■ i 11 i 2x8 CONT PLYWOOD IN / BETWEEN —/ li 2x8 CONT SIMPSON CC POST CAP (EACH POST) SIMPSON MTS 12 EACH SIDE (EACH POST) SIMPSON LCB44 OR EQUIVALENT 3 /4" PLYWOOD JOIST PER PLAN DOUBLE AT SUPPORT POSTS FOUNDATION PER DETAIL 8 RAMP SECTION STAIR SECTION SIMPSON H2.5 TIE CONNECTOR,(2) PER POST (3)2x8 BLK EACH SIDE SIDE OF POST B SHELTER SECTION CHAINLINK FENCE PER ARCH SEE 1 /PS -03 FOR CONN 2x6 DIAGONAL BRACING EACH BAY SIM 3 /PS -03 1 /2" =1' - 0" DOUBLE 2x STRINGER (TYP) SIMPSON A35 EA SIDE FOUNDATIONS PER DETAIL 8 /PS -03 (TYP) 1x6 BRACING END BAYS EACH DIRECTION 2x4 WALL SIMPSON LSTA30 8' -0" OC (2) 2x8 W SHELTER DBL 2x8 BELOW END WALLS Y2 " =1' -0" 2x6 DIAGONAL BRACING EACH BAY 4x4 POST w/ BOLTED CC POST CAP (SEISMIC) SIMPSON H2.5 TIE CONNECTOR, (2) PER JOIST POP-OUT SECTION SLOPE %e " /FT SIMPSON A35 ( 36 "OC (TYP) SIMPSON H2.5 TIE CONNECTOR, (2) PER JOIST PLATFORM - SEE DETAIL 1 2x4 ABOVE 4x4 SLOPE 1 /4 " /FT, CONCRETE • 3 /4" PLYWOOD FOUNDATION PER DETAIL 7 4x4 POST F CONCRETE 12v 0 FOOTING OPTION 2 CHAINLINK FENCE PER ARCH 2x6 DIAGONAL BRACING PER BAY 4x4 POST D20o6 33 ExY FOR GENERAL NOTES', SEE PS 01 3 /4" PLYWOOD JOIST PER PLAN A MINI -HIGH SECTION H 1 /2 " =1' - 0" OPTION 1 OPTION 2 8 0 FOOTING CHAINLINK FENCE PER ARCH SEE f 1 /PS -03 FOR CONN RECEIV CfTY OF ? NOV - 8 ZUUU oERM■ • • . 0 No. 10 -20 -00 Date Chk. Designed By: Drown By: Checked By: Approved By: KLH KHP CDO ABC ADDENDUM #2 App. Revisions EEPIRES 1 /31 /02. • Consulting Engineers 1201 Third Avenue. Suite 900 Seattle, Washington 98101 06/ 622-5822 Fax 061622-8SO Submitted: Date: Approved: SOUNDTRAIWSIT Date: Scale: AS NOTED Filename: Contract No.: RTA /CR 179 - 00 Date: 9/28/00 SOUND TRANSIT COMMUTER RAIL SYSTEM TUKWILA STATION DETAILS Drawing No.: PS -03 Sheet No.: Rev.: SYMBOLS ABBREVIATIONS GENERAL NOTES GENERAL LIGHT (THIS HEAVY (THIS NAME DETAIL, SEQUENTIAL ALPHABET NUMBER LINE INDICATES NON- ELECTRICAL OR BACKGROUND IS NOT CONTRACTUAL DEFINITION OF WORK) LINE INDICATES NEW WORK IS NOT CONTRACTUAL DEFINITION OF WORK) DIAGRAM, OR PARTIAL PLAN SYMBOLS CONTAIN THE FOLLOWING INFORMATION: CHARACTER (BY SHEET) = SECTIONS & ELEVATIONS = DETAILS & PARTIAL PLANS CONTAINING SECTION, ELEVATION, PLAN, OR DETAIL CONTAINING PLAN AT WHICH SECTION, PARTIAL PLAN, OR DETAIL APPLIES ALWAYS USED) NOTE IDENTIFICATION SYMBOL A, (2) 400 WATT LAMPS SHOWN) SEE SCHEDULE FIXTURE PHOTOCELL RECEPTACLE, GROUND CIRCUIT INTERRUPTING WITH WEATHER -PROOF COVER, AS INDICATED ABOVE) 208V OR 240V DISCONNECT SWITCH = NEMA 3R WHERE APPROPRIATE ) DRY TYPE, SHOWN TO SCALE RACEWAY (EXPOSED IN UNFINISHED AREAS) CONCEALED IN OR BELOW FLOOR OR BELOW GRADE CONDUCTORS .A ONLY OR LIGHTING BRANCH CIRCUIT INDICATING CIRCUIT RUN TO SOURCE, (HASH MARKS SHOW NO. OF WHEN MORE THAN TWO REQ'D, NEUTRAL SHOWN DOTS INDICATE ISOLATED GROUND WIRES) UP DOWN STUBBED OUT WITH BUSHING LINE FOR DRAWING CLARITY RISER DIAGRAM BREAKER (BRANCH CIRCUIT) MOTOR CONTROL CENTER HOUR METER BOX HOLE CONDUCTOR ROD A PHONE CONNECTION A AMPERE AC ALTERNATING AG ABOVE GRADE AIC AMPS INTERRUPTING AMP AMPERE AWG AMERICAN WI BKR BREAKER BLDG BUILDING C COI L or CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT CO CONDUIT /RACEWAY CR CONTROL RELAY CTL Cu CONTROL COPPER DWG DRAWING E,EX, I EXST EXISTING ELEC ELECTRICAL EMT ELECTRICAL EQUIP EQUIPMENT GEC! GROUND FAULT INTERRUPTER GND GROUND HH HANDHOLE HPS HIGH PRESSURE IICEA INSUL IEEE INSTITUTE ENGINEERS I ES ILLUMINATING I MC INTERMEDIATE ISDN INTEGRATED KCMIL THOUSAND CIRCULAR KVA KILOVOLT AMPERES KVAR KILO VOLT KW KILOWATT LT LIGHT LTG LIGHTING MFR MANUFACTURER MH MANHOLE OR MIN MINIMUM MLO MAIN LUGS ONLY MTG MOUNTING N NEUTRAL NEC NATIONAL ELECTRICAL NECA NATIONAL ELECTRICAL ASSOCIATION NEMA NATIONAL ELECTRICAL ASSOCIATION NF NON -FUSED NIC NOT IN CONTRACT NL(1) NIGHT LIGHT NTS NOT TO SCALE OH OVERHEAD PB PUL B' X ' CURRENT CAPACITY RE GAUGE ONLY METALLIC TUBING CIRCUIT' SODIUM CABLE ENGINEERS ASSOCIATION OF ELECTRICAL AND ELECTRONICS - ENGINEERING SOCIETY METAL CONDUIT SERVICES DIGITAL NETWORK MILLS AMPERES REACTIVE ' METAL HALIDE CODE (NFPA -70) CONTRACTORS MANUFACTURERS (# OF LAMPS) A CELL ENERGY STEEL LIGHT r ik LABORATORIES NOTED ������T L I ZO I NE I I i. PROVIDE ELECTRICAL INSTALLATION I N ACCORDANCE NATIONAL ELECTRICAL CODE (NEC) , LOCAL CODES, COORDINATE WITH UTILITY COMPANIES FURNISHING TO INSTALLATION. 2. PROVIDE I TEMS NECESSARY TO COMPLETE ELECTRICAL THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND NECESSARILY SHOW EVERY CONDUIT, BOX, CONDUCTOR SIMILAR ITEMS FOR A COMPLETE INSTALLATION. 3. WHEREVER THE WORD "PROVIDE' IS USED, IT MEANS, AND INSTALL COMPLETE AND READY FOR USE." 4. PROVIDE FUSES PER EQUIPMENT NAMEPLATE UNLESS I ND I CATER. 5, VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ACCESS CLEARANCES CAN BE MET. 6. PROVIDE APULLWIIRE INALL CONDUIT ONLY. 7. PROVIDE A PLASTIC BUSHING ON ENDS) OF ALL STUBS. 8. CONDUITS PASS I NG THROUGH BUILDING CONSTRUCTION EXPANSION JOINTS SHALL HAVE APPROVED EXPANSION FITTINGS, PROPERLY BONDED, SEE ARCHITECTURAL LOCATIONS OF EXPANSION JOINTS. 9. BRANCH CIRCUIT CONNECTIONS ARE SHOWN FOR THE PURPOSE OF INDI CAT ING,ALL OF THE DEVICES THAT CONNECTED ITO A PARTICULAR BRANCH CIRCUIT. SIZES AND /OR QUANTITIES ARE NOT INDICATED FOR AMP, BRANCH CIRCUITS. CONDUCTOR SIZES AND /OR ARE ONLY INDICATED WHERE OVERSIZED CONDUCTORS REQUIRED TO MINIMIZE VOLTAGE DROP OR ON BRANCH CONNECT! ONS,WHIICH ARE NOT FED BY 20 AMP AND CIRCUIT BREAKERS. THE ELECTRICAL CONTRACTOR DETERMINE RACEWAY ROUT I,NG, GROUP OF BRANCH FOR HOMERUNS,, NUMBERS OF CONDUCTORS REQUIRED REPLACEMENT, OF JUNCTION BOXES., SHOW ACTUAL ROUTING AND CIRCUITING ON RECORD DRAWINGS. 10. GROUND ALL ELECTRICAL DEVICES, MOTORS, METALLIC DUCTWORK,- METAL FRAMING, REINFORCING STEEL, ACCORDANCE WITH NEC ARTICLE 250'. PROVIDE GROUND OF 3 DIAMETER, COPPER CLAD STEEL, MINIMUM LENGTH 10 FEET. UTILIZE THE METALLIC RACEWAY SYSTEMS SYSTEM GROUNDI PATH FOR ALL DEVICES UNLESS NOTED. PROVIDE SEPARATE GREEN GROUNDING CONDUCTOR ALL FLEXIBLE EQUIPMENT CONNECTIONS AND ALL ELECTRICAL DEVICES, SUCH AS POLE MOUNTED LIGHTING, RECEPTACLES, ETC. 11. PROVIDE LIGHT FIXTURES WITH PROPER FITTING MOUNTING SUPPORTS, AND ACCESSORY ITEMS, UL CONDITIONS OF USE. 12. CIRCUIT BREAKERS FEED FIXED HEATING EQUIPMENT BE LOCKABLE TYPE. 13, PROVIDE #10 CONDUCTORS IN,�LIEU OF #12'IN 20A HOMERUNS LONGER THAN 75 FEET. 14, FIBER OPTIC CABLE INSTAL LED BY OTHERS '(NIC). WITH AND ORDINANCES. SERVICES SYSTEMS. DO NOT OR „ FURNISH OTHERWISE ENSURE THAT CONDUIT FOR SOLE ARE TO BE CONDUCTO R 20 AND 15 QUANTITIES ARE CIRCUIT 15 AMP SHALL CIRCUITS AND RACEWAY PIPING, ETC. IN RODS OF AS THE OTHERWISE FOR EXTERIOR FLANGES, LISTED FOR SHALL CIRCUIT MISIFIIANEOUS n CIRCUIT PANELBOARD OR WATT JUNCTION HAND DETAIL IDENTIFICATION ALL DETAIL SYMBOL O OO ® G GROUND Q GROUND PAY PAY PHONE : E- LIGHTING DRAWING E -1 PARTIAL DRAWING ELEVATION, NOT 1FLAG FIXTURE (TYPE POLE SWITCH, RELAY DUPLEX FAULT RECEPTACLE (TYPE PANELBOARD, NON -FUSED (WP TRANSFORMER, CONCEALED RACEWAY OVERHEAD RACEWAY POWER HOME WIRES LONGER, TURNING TURNING RACEWAY BREAK 2 -400 '— —POLE SWITCHES ® RECEPTACLES 0 GFCI 0 Wp POWER lifi a WP Q RACEWAYS •H• •- ELECTRIC PNL PANEL PSE PUGET SOUND PVC POLYVI NYL CHLORIDE PWR POWER QTY QUANTITY RECEPT RECEPTACLE RGS RIGID GALVANIZED RI ROUGH -IN RLY RELAY RO RACEWAY ONLY SCL SEATTLE CI TY SPEC SPECIFICATIONS SW SWITCH TYP TYPICAL TBD TO BE DETERMINED UG UNDERGROUND UL UNDERWRITERS UON UNLESS OTHERWISE V VOLTS W WATTS WP WEATHERPROOF WI TH W WI THOUT XFMR TRANSFORMER I I OR — — — — — - - — — • ( (/'.may Q� r O • D R A W I N' G 11 9 D C/\ gecerveo cir OF M.9 . C O A -1,3,5 NOV " 8 2000 PE -01 ELECTRICAL SYMBOLS, ABBREVIATIONS, & GENERAL NOTES aO PE -02 SITE ELECTRICAL PLAN PE -03 DETAILS, DIAGRAMS AND ENLARGED PLAN PE -04 DETAILS AND DIAGRAMS '%:) I !'e4 4 47, c . , .� �0 'PO/,, , 11 " gk8t Co 0 : • —4 S----- Designed By KLF ODG170D 0 .. (r°0 ° ° ���� F 4 o� o O.�rQ ' (� / %�f,; ` 4* 0 N ,,�� O ° R ' ` .- 0 O O O ° pa 'ABACUS En ine System s a0 Ave Sosuite tot Seattle. Washington 98104 (206)583 -0200 Fax�(206)583 -6826 h1 P(�t7 �'�1 �� X11 °' `'" " 1�'-' `� S•UNDTRANSIT SC01e AS SHOWN SOUND TRANSIT COMMUTER RAIL SYSTEM TUKWILA TEMPORARY STATION ELECTRICAL SYMBOLS, ABBREVIATIONS B R E V & IATIONS OC GENERAL NOTES Drawing No.. PE -01 Drawn By KLF Filename: PE -01 DWG Checked By: WRK Contract Na:: RTA /CR179 00 Sheet No.: Rev.: 0' 10/20/00 KLF ADDENDUM #3 REVISIONS Approved By GLL Submitted: A roved: Date: pp Date:'' Dote: 09 - 28 - 00 No. ..h,e�"t1a Date Ahr.. a By rnn ["fame Chk. A APP. R'nhfe Rn. Revisions nrw.el. ( 10 -25 -00 MUIR OVERHEAD CONDUCTOR (TYP) P —02 PE-04 PE -02 PE -04 PE -2 PE -4 (TYP) ■� i 6 © i 13,15 l D ' PE 021P'-0 6 #8 . �, � l OVERHEAD CONDUCTOR —2 4,6,8,28,30 A -9,11, 3,15,1 ,19 1WC- 6 #8,1#8G PE -02 IPE-04 OVERHEAD CONDUCTOR 5 PE -02 PE -04 10/20/00 KLF Date By Chk. App. Revisions opyrigh102000, Abacus Engi eered Systems, All Rights Re arsetl. ADDENDUM #3 REVISIONS Drawn By: Checked By: Approved By: KLF WRK GLL 00 353 p4gL EOO 0000o�11•I• EXPIRES: 10 -25 -00 I 0 SITE PLAN SCALE: 1" = 30' -0" EXPIRED ® ABACUS Engineered Systems 401 Second Ave. So. Suite 201 Seattle, Washington 98104 (208)583 -0200 Faa(206)583 -8825 Submitted: Date: • Approved Architecture • FLAG NOTES: POLE FIXTURES CONTROLLED BY PHOTOCELL MOUNTED ON FIXTURE. SEE DETAIL. p PROVIDE LOCKABLE NEMA 3R ENCLOSURE, MOUNT AT UNDERSIDE OF BRIDGE ROUTE CONDUIT BELOW BRIDGE TO HANDHOLE AT OTHER SIDE OF RAILROAD TRACK. L• APPROXIMATE LOCATION FOR UTILITY POLE MOUNTED TRANSFORMER. COORDINATE ACTUAL LOCATION WITH PUGET SOUND ENERGY. 66 PROVIDE (1)4" CONDUIT TO COMMUNICATIONS AND. ISDN.. POINT OF CONNECTION. COORDINATE POINT OF CONNECTION WITH QWEST. CONTRACTOR TO PROVIDE (2) ADDITIONAL TYPE 'B' FIXTURES AND CORRESPONDING POLES. MOUNT ALONG ROAD AT 110' -0" ON CENTER FROM LAST POLE LOCATION. COORDINATE EXACT LOCATION WITH ARCHITECT. CIRCUITS SHOWN ON SITE PLAN. 8� SEE DETAIL 2 ON SHEET PE -04 FOR POLE FIXTURES WITH CIRCUITS TO BE RUN BELOW GRADE VIA HANDHOLE. SOUNDTRANSIT Date: F PROVIDE PROPER PROTECTION FOR CONDUIT BELOW ROADWAY PROVIDE "WARNING TAPE" TO PREVENT DAMAGE DURING P TENTIAL ROAD UPGRADE. Scale: Filename: PE- 02.DWG Contract No.: RTA /CR179 -00 Dote AS SHOWN 09 -28 -00 • G • SOUND TRANSIT COMMUTER RAIL SYSTEM TUKWILA TEMPORARY STATION SITE ELECTRICAL PLAN H SHEET NOTES: 1. ALL OVERHEAD CONDUCTORS SHALL BE THWN OR RHW OR XHHW AND "SUNLIGHT RESISTANT ". CONDUCTORS SHALL BE SUPPORTED BY STEEL MESSENGER WIRES AND PORCELAIN INSULATORS. CITY OF " ^, toy - 8 ZI110 PERMIT Drawing No.: PE -02 Sheet No.: Rev.: DESIGNATION LOCATION FED PANEL SCHEDULE A 240 Y/ 120 VOLTS 1 PHASE, 4 WIRE NOTES: SE RATED TAM SHELTER 200 AMP MAIN CIRCUIT BREAKER FROM UBUTY 100% NEUTRAL TBD AIC SYM CIR # CKT BKR CIRCUIT DESCRIPTION LOAD KVA P LOAD H KVA GR CKT p BKR CIRCUIT DESCRIPTION 1 20/2 LTG - PARKING LOT 1.84 a 1.38 2 20/2 LTG - DROP OFF, STREET 3 1 b 4 I 5 20/2 LTG - PARKING LOT 2.76 c 1.84 6 20/2 LTG - STREET, BRIDGE 7 1 0 8 I 9 20/2 LTG - EAST PLATFORM 1.38 b 0.92 10 20/2 LTG - WEST PLATFORM 11 I c 12 1 13 20/2 LTG - EAST PLATFORM 1.38 a 1.38 14 20/2 LTG - WEST PLATFORM IS I b 16 1 17 20/2 LTG - EAST PLATFORM 0.92 c 1.38 18 20 2 „......,_ T PLATFORM 19 1 21 20/1 TICKET VENDING MACHINE 1.00 b 0.18 22 20 1 RECEPT - COMM CABINET 23 20/1 TICKET VENDING MACHINE 1.00 c -"....: - 2 .. /' K. • • ..-1 ` 25 20 • .,ni,[e>.. ,C y� 1 r. a 0.50 26 20/1 UGHTING CONTROL 27 _ 27/1 _ TO - EL1ER 0.20 1 b 0.92 28 20 2 LTG - STREET 29 • _ SP _E . 4 � _�.T RECEPT - PWR CABINET 20/I • ARE ......•�i111111. a 0.18 b 32 20/1 2914'` 33 20/I SPARE 35 20/1 SPARE c a 36 20 /I 38 20/1 SPARE SPARE 37 20/1 SPARE 39 20/1 SPARE b 40 20/1 SPARE 41 20/1 SPARE c 42 20/1 SPARE LOAD SUMMARY: CONNECTED CALCULATED LOAD SUMMARY (CONT) CONNECTED CALCULATED UGHIING 16.30 KVA 20.38 KVA (125%) HEATING U MISC 4.00 KVA 4.00 KVA (100X) LARGEST MOTOR 0.00 KVA 0.00 KVA (125%) NON- COINCIDENTAL 0.00 KVA 0.00 KVA ( 0%) OTHER MOTORS 0.00 KVA 0.00 KVA (1009(), KITCHEN COPT 0.00 KVA 0.00 KVA ( 65 %) RECEPTACLES 0.36 KVA 0.36'. KVA ( 50% > IOKVA) CONTINUOUS 0.00 .KVA 0.00 KVA (125 %) TOTAL 20.66 KVA 24.74. KVA 86.08 AMPS 103.06 AMPS No. 10/20/00 Dote By KLF Chk App. opynghl 02000, Abacus Engi eared Sys ems. All Rights: Res rued. ADDENDUM #3 REVISIONS Revisions REVISION DATE: 10/18/00 Checked By: Approved By: WRK GLL 3 isT00 0R�po EXPIRES: 10 -25 -00 3 "C COORDI A SIZE OF LUGS WITH UTILITY 74 "x72 "x24" NEMA 4X ENCLOSURE (HOFFMAN A- 74H7224SS6LP W /PANEL A -72P72 AND 16-TOGGLE LATCHS A- FT44XSS OR EQUIVALENT). DOORS SHOWN OPEN PANEL A 120V, 20A GFCI RECPT WITH WP LOCKABLE METAL COVER (INTERMATIC OR EQUIVALENT) Submitted 350K G N SERVICE GROUND PER NEC 250.H POWER ONE -LINE CONDUIT STUB -UP (TYP) SCALE: NONE ABACUS Engineered Systems , 401 Second Ave. So. Suite 201 Seattle, Washington 98104. ® (206)583 -0200 Fos(206)583 -8826 DIAGRAM SCALE: NONE Dote PRIMARY CONDUIT, TRANSFORMER CONNECTION VAULT, AND TRANSFORMER PROVIDED BY PUGET SOUND ENERGY UTILITY TRANSFORMER 240/120V SECONDARY f POLE MOUNTED SECONDARY CONNECTION BY UTILITY r I( \1 -' -- METER SAFETY SOCKET, PER PUGET SOUND 35OKCMIL - ENERGY REQUIREMENTS r PAEL A (200/3, 240 10 /® _ AIC RATING OF PANEL TO BE DETERMINED BY DIV 16. COORDINATE WITH PSE. A 74 "x72 "x24 ",NEMA. 4X ENCLOSURE (HOFFMAN A- 74H7224SS6LP. W /PANEL A -72P72 AND 16- TOGGLE LATCHS A- FT44XSS OR EQUIVALENT). DOORS SHOWN OPEN TELEPHONE BACK BOARD PLASTIC BUSHING TO PROTECT COMM WIRING 120V, 20A GFCI RECPT WITH (INTERMATIC OR EQUIVALENT) PROVIDE SPACE HEATER CONDUIT STUB -UP (TYP) 1 MEI " < MR= 9 TOP OF PLATFORM IDSN DROP SCALE: NONE TO QWEST SERVICE SEE SITE PLAN TO TVMS WITHIN SHELTER TO PAY PHONE COMM CENTER ENCLOSURE ELEVATION DETAIL Designed By: Drown By: FIBER OPTIC EQUIPMENT (NIC) CONTRACTOR TO FURNISH A COVER TO FASTEN TO BOTH FRONT AND BACK OF ENCLOSURE STANDS TO HIDE CONDUIT STUB -UPS. 3 PE-0 KLF KLF °0D o° ) e ��� o xQ 0 Architecture Filename: MOUNT FIXTURE TO PREFABRICATED SHELTER. ROUTE HOMERUN BELOW GRADE TO PANEL. CONDUIT REQUIREMENTS AND SERVICE TO BE COORDINATED WITH QWEST' FIELD ENGINEER. PE -02 ASTRONOMICAL TIME CLOCK Approved: 12- CONTACTOR FOR PLATFORM &, PARKING LTG CONTROL PROVIDE SPACE HEATER TOP OF PLATFORM CONTRACTOR TO FURNISH A COVER TO FASTEN TO BOTH, FRONT AND BACK OF ENCLOSURE STANDS TO HIDE CONDUIT STUB -UPS. 7.) Doe 5 3 POWER CENTER ENCLOSURE ELEVATION DETAIL SOUNDTRANSIT Date SHEET! NOTES: TVM(S) AND FIBER OPTIC CABLES FURNISHED BY OWNER. TELEPHONE BACKBOARD EXPIRED TVM HELTER ENLARGED PLAN SCALE V-0" = 1/4,, Scale: Date: CABINET METER BY UTILITY 200A METER BASE POWER RISER, DIAGRAM SCALE: NONE AS SHOWN PE- 03. D WG Contract No.: RTA /CR179 -00 09 -28 -00 1 "CO (1)4" CONDUIT TO QWEST SERVICE GRADE • SECONDARY CONNECTION • UTILITY TRANSFORMER BY UTILITY /// / // / /,� UTILITY POLE H CONDUIT PROVIDED BY DIV 16, FINAL INSTALLATION TO TRANSFORMER BY UTILITY PROVIDE CONDUCTORS WITH ENOUGH LENGTH FOR UTILITY TO MAKE SECONDARY CONNECTION AT UTILITY TRANSFORMER. SECURE AND PROTECT CONDUCTORS STUB UP CONDUITS FOR FIBER OPTIC CABLES FLUSH WITH NM CONCRETE PEDASTAL. MINIMUM BENDING RADIUS OF 10" FOR CONDUITS. COORDINATE LOCATION WITH TVM SUPPLIER PRIOR TO ROUTING. PROVIDE STUB UP 6" ABOVE TVM CONCRETE PEDESTAL. COORDINATE LOCATION WITH TVM SUPPLIER PRIOR TO ROUTING. PROVIDE CONDUIT STUB UP WITHIN COMM CABINET 12" ABOVE SLAB. PROVIDE BUSHING AT END OF CONDUIT. METER BASE MOUNTED ON POWER ENCLOSURE. PROPERLY SEAL PENETRATION TO PREVENT MOISTURE LEAK. COORDINATE SIZE AND LOCATION WITH UTILITY. L CONNECTION TO HEATER WITHIN POWER CABINET TO PREVENT MOISTURE -UI • -UP CONTRACTOR TO SECURE AND PROTECT CONDUIT FOR .UTILITY TO MAKE FINAL CONNECTION AT TRANSFORMER 12" STAND -OFF BRACKETS SEE PLAN FOR APPROXIMATE DISTANCE (TYP) SOUND TRANSIT COMMUTER RAIL SYSTEM TUKWILA TEMPORARY STATION DETAILS, DIAGRAMS AND SECTIONS CONCRETE PAD PRE - FABRICATED SHELTER Sheet No.: -<I(TYP) Drawing No.: PE -03 PE -03 Rev, LUMINAIRE SCHEDULE TYPE LAMPS DESCRIPTION MANUFACTURER CATALOG NO. OR SERIES MOUNTING/ VOLTAGE A (2) 400 WATT HPS (2) ROADWAY LUMINAIRES USING A TYPE III CUTOFF WITH FLAT LENS OPTICS. LUMINAIRE SHALL BE DIE CAST ALUMINUM HOUSING WITH A ELLCTROCOAT GREY FINISH. LUMINAIRE TO HAVE A HIGH EFFICIENCY BALLAST VATH INUNE FUSING. FIXTURES TO BE MOUNTED ON A 35 FOOT CLASS 5 POLE ABOVE GRADE VATH (2) 10' -0" ROADWAY BRACKETS WITH A 30' RISE. REFER TO DETAILS FOR MOUNTING. GE OR APPROVED EQUAL MDCL- 40- S- 3-A -F- MC3 -IF 240 AI (2) 400 WATT HPS SIMILAR TO TYPE 'A', EXCEPT LUMINAIRE SHALL HAVE A PHOTO CELL. REFER TO DETAILS FOR MOUNTING. GE OR APPROVED EQUAL MDCL- 40- S- 3 -A -F- MC3 -1F 240 B (I) 400 WATT HPS ROADWAY LUMINAIRE USING A TYPE III CUTOFF WITH FLAT LENS OPTICS. LUMINAIRE SHALL BE DIE CAST ALUMINUM HOUSING VATH A ELECTROCOAT GREY FINISH. LUMINAIRE TO HAVE A HIGH EFFICIENCY BALLAST WITH INUNE FUSING. FIXTURES TO BE MOUNTED ON A 30 FOOT CLASS 5 POLE ABOVE GRADE WITH A 10' -0" ROADWAY BRACKET WITH A 30 INCH RISE. REFER TO DETAILS FOR MOUNTING. GE OR APPROVED EQUAL MDCL- 40- S- 3 -A -F- MC3-1F 240 B1 (1) 400 WATT HPS SIMILAR TO TYPE 'B' EXCEPT FIXTURE WILL HAVE AN EXTERNAL STREET SIDE LIGHT SHIELD TO PROVIDE ADDITIONAL CUTOFF OF LUMINAIRE ILLUMINATION. REFER TO DETAILS FOR MOUNTING. GE OR APPROVED EQUAL MDCL- 40- S- 3 -A - MC3- IF- ELSHS -M4R 240 C (1) 400 WATT HPS ROADWAY LUMINAIRES WITH USING A TYPE Al CUTOFF WITH FLAT LENS OPTICS. LUMINAIRE SHALL BE DIE CAST ALUMINUM HOUSING '24TH A ELECTROCOAT GREY FINISH. LUMINAIRE TO HAVE A HIGH EFFICIENCY BALLAST WITH INUNE FUSING. FIXTURES TO BE MOUNTED ON A 30 FOOT CLASS 5 POLE ABOVE PLATFORM WITH 6' -0" ROADWAY BRACKET VATH A 30 INCH RISE. REFER TO DETAILS FOR MOUNTING. CONTRACTOR SHALL TAKE CARE WHEN INSTALLING POLES THAT THE LUMINAIRE IS NO LESS THAN 30' -O' FROM TOP OF PLATFORM. CONTRACTOR TO VERIFY GRADE PRIER TGORDERIUG OR INSTAWNG POLES. GE OR APPROVED EQUAL MOLL- 40- S- 3 -A -F- MC3- 1F- ELSHS -M4R 240 CI (1) 400 WATT HPS SIMILAR TO TYPE 'C', EXCEPT LUMINAIRE SHALL HAVE A PHOTO CELL, REFER TO DETAILS FOR MOUNTING. GE OR APPROVED EQUAL MDCL- 40- 5- 3 -A -F- MC3 -1F 240 D (1) 150 WATT HPS SURFACE MOUNTED SQUARE CUT -OFF LUMINAIRE WITH A TYPE V OPTICAL ASSEMBLY. LUMINAIRE SHALL HAVE AN IMPACT RESISTANT, TEMPERED GLASS LENS. COLOR OF FIXTURE TO BE SELECTED BY . • TEC UTHONIA KPS-SS SERIES 240 E 1 (2) F32T8 42000 4-FT ROUGH SERVICE FIXTURE. HIGH IMPACT ACRYLIC LENS. SUITABLE FOR DAMP LOCATION. TAMPER RESISTANT LATCHED. WHITE ENAMEL FINISH WITH RUST PREVENTION MEASURES. UTHONIA OR APPROVED EQUAL VRI SERIES 120 PE-04 PE-04 PORCELAIN INSULATOR WEATHER HEAD 1; RGS PVC TO HANDHOLE SCALE: NONE PHOTOCELL. SEE LUMINAIRE SCHEDULE FOR FIXTURE IN WHICH THIS APPLIES. POLE DETAIL - TYPE 'A' & 'Al' DETAIL — 10' FIXTURE MOUNTING BRACKET CONDUCTORS PROVIDE CONNECTION AS REQUIRED. CONDUIT AT POLE TO BE PROVIDED ONLY AT LOCATIONS WHERE POWER TO BE RUN BELOW GRADE. REFER TO SITE PLAN FOR SPECIFIC LOCATIONS. CLASS 5 WOOD POLE PENTACHLOROPHENOL TREATED PER ANSI 05.1 TOP OF PARKING LOT GRADE AUGER HOLE, BACK FILL, AND TAMP PER SOIL CONDITIONS. PE-02 PE-04 WOOD POLE FIXTURE BASE 1 RGS PVC TO HANDHOLE PHOTOCELL. SEE LUMINAIRE SCHEDULE FOR FIXTURE IN WHICH THIS APPLIES. PORCELAIN INSULATOR PE-04 PE-04 WEATHER HEAD FIXTURE TO BE MOUNTED 30' -0" ABOVE PLATFORM OR ABOVE GRADE. DEPTH VARIES BELOW GRADE. ENSURE POLE HAS SUFFICIENT STABILITY FOR LOADS FROM POWER LINES AND WIND. MIN DEPTH OF 7-0 ". BRACKET DETAIL SCALE: NONE 10' FIXTURE MOUNTING BRACKET FOR FIXTURES 'B' & 'B1' 6' FIXTURE MOUNTING BRACKET FOR FIXTURES 'C' & 'C1' PROVIDE CONNECTION AS REQUIRED. CONDUCTORS CLASS 5 WOOD POLE PENTACHLOROPHENOL TREATED PER ANSI 05.1. CONDUIT AT POLE TO BE PROVIDED ONLY AT LOCATIONS WHERE POWER TO BE RUN BELOW GRADE. REFER TO SITE PLAN FOR SPECIFIC LOCATIONS. NOTE: TOTAL LENGTH OF POLE TO BE DETERMINED BY CONTRACTOR. POLES ARE MONTED'ALONG PARKING LOT, ROAD AND PLATFORM. FIXTURE TO BE 30' - ABOVE GRADE OR PLATFORM. CONTRACTOR TO COORDINATE TOTAL LENGTH OF POLE WITH ARCHITECTUAL PLANS AND POLE LOCATIONS DESIGNATED ON ELECTRICAL SITE PLAN. TOP OF PLATFORM (OR TOP OF GRADE FOR FIXTURES LOCATED ALONG PARKING LOT OR ROADSIDE) GRADE ASSOCIATED WITH PLATFORM AUGER HOLE, BACK FILL, AND TAMP PER SOIL CONDITIONS. POLE DETAIL - TYPE 'B', 'B1, 'C' & 'Cl PE-02113-04 DETAIL SCALE: NONE INSULATOR CONNECTORS MESSENGER WIRE CONDUCTOR POLE DETAIL - INSULATOR PE- 04, PE- 02IPE -04 WOOD POLE FIXTURE BASE 3 • 2 • No PRE -CAST HANDHOLE DETAIL SCALE: NONE 1 0/20 /0 0 Dote KLF B Chk Revisions ADDENDUM #3 REVISIONS INSIDE DIMENSIONS: 12" WIDE 18" LONG 15" HIGH CAST IRON LID ( AASHTO H2O RATED) LABEL TO READ "ELECTRICAL" PRE -CAST CONCRETE HANDHOLE. (AASHTO H2O RATED) 3 PE-0±5-04 Designed By: Drown By: Checked By: Approved By: KLF KLF WRK GLL 0 ,00 (300 O q at O 0 �151�.� o o ° p 1.Oo EXPIRES: 10 -25 -00 Submitted: Ak Engineered Systems 401 Second Ave. So. Suite 201 Seattle, Washington 98104 (206)583 -0200 Fax)206)583 -8626 Date: • Architecture Approved • F • G • H L N ❑ ❑ I NO1 A -26 ASTRONOMICAL TIMTVA OCK TRACKS SUNRISE & SUNSET ELECTRONICALLY SOUNDTRANSIT TIMECLOCK: 7 DAY - ASTRONOMIC OPTION. 2 CHANNEL, 120V. PARAGON /IEC72ST /120V SCALE: NONE Date: NCI C1 ❑ ❑ I NO2 NC2 C2 AU OFFO TO b — TC HAND EXTERIOR LIGHTING CONTROL FOR PANEL A DIAGRAM Scale: AS SHOWN Filename: Contract No.: RTA /CR179 -00 Date: CONTACTOR -1 TIMED ON AT DUSK, OFF AT DAWN TIMED OFF AFTER LAST TRAIN F A -5,7 I I 2P I 2P A -13,15 A -17,19 2P A -9,11 1P A -27 _."--`1.11r I( 1.�(I TO SHELTER LTS '' n PE- 04.DWG 09 - 28 - 00 TO PARKING LOT LTS TO PLATFORM LTS TO PLATFORM LTS TO PLATFORM LTS SWITCH: SQ -D TYPE K, 3 -POS, 2 SECTION NEMA 1 ENCL. CONTACTORS: SQ -D TYPE LG, 20 AMPERES POLE NEMA 1 ENCL. 5 s3 CONTACTOR -2 TIMED ON AT DUSK, OFF AT DAWN TIMED OFF AFTER LAST TRAIN F2P7 A -2,4 2P A -6,8 !� A- 10,12!' 2P A -18,20 I 2P A -28, 30. ^-� AUTO OF HAND NOTE: TIMECLOCK, SWITCHES, AND CONTACTORS ARE LOCATED ON CENTER EAST PLATFORM n PE -03 PE -04 L __I SOUND TRANSIT COMMUTER RAIL SYSTEM TUKWILA TEMPORARY STATION DETAILS AND DIAGRAM TO DROP -OFF LTS TO BRIDGE, STREET LTS TO PLATFORM LTS TO PLATFORM LTS TO STREET LTS E XPIRED Drawing No.: sheet No.: RECEIVED CITY OF TlI4' +�:_.W NOV - 8 2000 FERMI PE -04 Rev.: