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HomeMy WebLinkAboutPermit D98-0219 - BURLINGTON NORTHERN - FREIGHT HOUSED98 -0219 12400 PL So. Burlington Northern City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 017900 -1970 Address: 12400 51 PL S Suite No: Location: Category: ACOM Type: DEVPERM Zoning: MIC -H Const Type: IV -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: .0 South: Sewer: Slopes: Contractor License No: RJCIN * *066JJ Permit Center Authorized Signature:_ Signature:___ DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: Occupancy: OFFICE UBC: 1994 Fire Protection: N/A .0 East: .0 West: .0 SEPTIC Y Streams: (206) 431 -3670 D98 -0219 ISSUED 07/17/1998 01/13/1999 OCCUPANT BURLINGTON NORTHERN 12400 51 PL S, TUKWILA WA 98178 OWNER BURLINGTON. NORTHERN INC 810 THIRD AV, 208 CENTRAL BLDG TAX DEPT, SEATTLE WA CONTACT KURT REICHELT Phone: 425 451 -8953 1450 114 AV SE #110, BELLEVUE WA 98004 ENGINEER TRANSYSTEMS CORPORATION Phone: 425 451 -8953 1450 114 AV SE #110, BELLEVUE WA 98004 CONTRACTOR R.J.C. INC Phone: 425 - 430 -5551 16217 114 AV SE, RENDTON WA 98055 r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ALTERATION OF FREIGHT HOUSE BY REMOVAL OF A 148 X 60 SO FT TRUCK DOCK AND ROOF, FLOORS AND FOUNDATIONS, AND 60 X 300 SO FT FREIGHT HOUSE BY REMOVAL OF DOCK, ROOF, FLOORS AND FOUNDATIONS, RETAIN NORTHERN 1/3 OF BUILDING FOR OFFICE SPACE. PUBLIC WORKS ACTIVITIES INCLUDE LAND ALTERING, EROSION CONTROL & STORM DRAINAGE (FROP TEE INSTA- LLATION INSIDE CATCH BASIN #2 AND AN ELBOW INSIDE CATCH BASINS #1 AND #3. k**************************************************** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** Construction Valuation: $ 450,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 2528 Fill: 2382 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 .**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 4,563.96 k******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: ( 7 — tTIT 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 authorized to sign for and obtain this development pe i Date: - 1" . 1 Print Name: _ This permit shall become null and void if the work is not commenced within Address: 12400 51 PL S Suit': Tenant: Type: DEVPERM ParCel #: 017900-1970 ( CITY OF TUKWILA • Permit Nol 09E:.-0219 Status: ISSUED Applied: 06/22/1998 Issued: 07/17/1998 *************A*********************************Pkkl(1i***k********44********** Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of busines,stopreyent sedimentation off- site or into existing,sti*Md.4f0,9001.Aties. 4. The site shall haver5iiin'6"iit erosion In place as soon as*IssTble,,af final gradi'nOias, been comp I eted r to he Final ton Hauling ove:6;,50'cyShaqOqUireap'Piicaty6lvfor'a,uling ,Permi t pri0 anvasociated ct activity • • 4. APPLICANT4'SHALLOMOOIFY THE XI' DRAYNAGE,(MOR BASINS BYINStAELING AF TEE (PER PUBt1CWORKSOTANDARD DS-13),./(1N-CATCH,BASJN #2, AND A 90 DEGREE ELBOW IN 42:ATcw PASTNs #1 AND 5. No cliange,S,Will mad'eXtti'the plans unless apopveo>6 the , ArcliOect2 the Building DimiSjdn 6. P1 uM6.:ingWirMits ob*dineAjthrough the'SeattlaKing County Ciepai'tment of Pub fic;j-lea 1 ing will b inspcted that,agenCy, includino all aas piping (296-4722). 7. ElV6tricalpermits..shll behlbt'ainedthromah the WaShtngtsbn State DiVjg,ion'of electrical, wofkwillbeinSPectedy;t1 a't Ra 8. M'f!,Mechanical.wark shall b' permit.israd:b,0 the City 9. Allii0erMits; inspection recordsand'aporOVedplans shaql be- available at the job site priorto thestart.,of Cdttt , V7 struCtion..'2—TheSe documents arejoA)4\maintajned;:and4. .y able until final inspection approval is ranted; 10. All structural concrete shall be sPecial i Sec. 3 a )1 ) 11. All strUCturaiWelding.shall be done by y/A'.13.00erttfAe.6 welders and,sOe'efal iniPected(11BC 306(a)5)". /41'. 12. When speofinsoe'ction is irs66fV6:6 either the'''ownerW architect or engineer shalltxotlfy.jie Tukwila 80406g Division of alsOpAntment of the agenpAWP'rior to the first building inspection. toOfeS of all special inspection reports shall be ubmltted to :th'e: Building Division in a timely Mahn'erf11:06ri*' address,, project name, permit number being performed. 13. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 14. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994' Edition) as amended. Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 15. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be*con- strued to be a permit for or an approval of, any violation. of an v of the provisions of the buildina code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. It Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. Project Name/Tenant: BNSF South Seattle Yard Improvement Value of Construction: $450,000 Site Address: City State /Zip: 51st Place Seattle, WA 98168 Tax Parcel Number: 017900 - 1970 ,12400 Property Owner: Burl ington Northern Santa Fe Railway Company Phone: 206 - 625 - 6150 Street Address: City State /Zip: 2454 Occidental Ave. S. Seattle, WA 98134 - 1451 Fax #: 206 - 625 - 6115 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: . Street Address: City State /Zip: Fax #: Engineer: TranSvstems Corporation Phone: 425 - 451 - 8303 Street Address: City State /Zip: 1450 — 114th Ave. SE, Suite 110 Bellevue, WA 98004 Fax #: 425 - 451 - 8953 Contact Person: Kurt Reichelt Phone: 425 - 451 - 8303 Street Address: City State /Zip: 1450 - 114th Ave. SE, Suite 110 Bellevue, WA 98004 Fax #: 425 - 451 -8953 Description of work to be doe: Alteration., f freight hhouse by re o 1 of a '1:4,8 ft. by 60 ft. truck c oc k & roof, floors & roundations, and uv ft. X 300 ft. freight house by removal of dock, roof, floors & foundations; tsee below) Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family 6 ® Warehouse ❑Hospital Motel /Hotel Office CI Church ❑ Manufacturing CI El ❑ School /College /University ❑ Other Proposed use: Cl Retail ❑ Restaurant ❑ Multi - family El Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ® Office ❑ School /College /University ® Other Parking* Will there be a change of use? ® yes ❑ no If yes, extent of change: (Attaph addition ,p1 sheet necessary) Change from warehouse ( 21o, fit U SE) o parking (26,880 sf) Will there be rack storage? ❑ yes ® no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 26,880 sf existing Area of Construction: (sq. ft.) *26 880 sf (0.61 acres Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUIrILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project err; PermitsNumber Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS:SITE/CIVIL.P.LAN REVIEW OF THE`.FOLLOWIN (Additional reviews may be determined . the:Publlc Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut 2 5 28 cubic yds. iD Fill 2 3 8 ?cubic yds. ❑ Sanitary Side Sewer it: ❑ Sewer Main Extension Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent It Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous *No change in impervious area retain northern 1/3 of building for office. CTPERMIT.DOC 1/29/97 ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal 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: �1Z Date application expires: /t-/Z i Appllcat�iytaken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNS OR��� AGENT: Date: 6/12/98 Signature: /� . Print name: Kurt W. Reichelt Phone: 42c-41-113 Fax #: �i 4 75- 41 —R951 Address 1450 - 114th Ave. SE, Suite 110 City /State /Zip Rcl 1 Alnirt WA Q1:11M4 • ALL COMMERCIAUMULTI-FAVILY TENANT IMPROVEMENT /A RATION PERMIT APPLICATIONS MOT BE SUBMITTED WITH THE FOL OWING: ➢ AL4FiAINIAIGS4 BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STR'UC`I OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED l�U ❑ Complete Legal Description CO ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : Cl tX>' Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ® ❑ nn Floor plan: show location of tenant space with proposed use of each room labeled ❑ IZJ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ C4-1 Vicinity Map showing location of site ® ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ 71 Indicate proposed construction of tenant space or addition and walls being demolished ❑ 171 Construction details 0 ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; 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. ® ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ © SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ 171 Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. GZI ❑ 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 Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) r t ❑ IXJ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 Account Code 18O �O�/322 } ° 000y345.830 000/345.830 000/306.904 412/342.400 000/323.100 000/345.830 .‘**++*+*^**a+**++* ` » T '�+�*°+++*�+a+*A**+4+*+** * *»�Aa + + «+++++ + ***+****�*A+k/ � ��• 'TRANSMIT Number: R9700795 Amount: ' � 4.563~96 O7/17/g8 - 1O:"2:4. Pavm/ht'Mothod~`CHECX` Notation:: :� .KANS !TEMS CORP,' Tnjt~'80H•�`� • �---_-'_-�~----�-~----.---_-'_-�~-�~--^----,----'_-~-.---�`-'-��` Yermit D98-O219 Tvpo:'DEVPGHM � 'DEVELOPMENT PERMIT: : , Parcel 'No: 017900-1970 Site Addres: 12400 51 PL S . � Total Fees': 4..563,9,6� This Payment 4~563.96 Total ALL Pmts:: `� 4.563.96'',� :Balance:: : ^OO �++�++a*w^*****A+a***^++ Dennription ' 8UILDING - NDNRES PLAN, CHECK - �D�R . -- ' l'LAN CHECK - UTILITY 8TATE BU'ILDING:SURCHARGE INSP. FEE . STORMDRAIN LAND ALTERING PERMIT FEE LAND ALTERING ALTERING PLAN' tHECK ' Amount ' %.637.25 1.714.21 .4.5O�� 5.0O` - 153.00`` 3O~O0� � 1� 1DY`'� ���� ""^~�-- � 4 ' ^� ' 390�07/9� TOT�L�� ' . ' �/ � , „ ,.........,.... : * .4 : tk il. 4r *lk 4c A ir * ic 16 I 4 ' . 0 t i iv * * * * * iF ..k A * * * .i. 4r i■ * ..! * 4 —14 t ir;* * * * 4c *lit;* 4 . # it * lc.* v k i 1 i r 164 * crry: 00 TUKWILA -,. WA:: , ,Repr•Jn2tedi 12/21/98: 15:15 ' ,:rtioN3t4IT '-':...:.. ***#'****i.i******* 0.*... itIk4C****'***4****4:icit TRANSMIT :Num.her: R 9700884 .Amount: , - . 47.'00 12/21/98'.14:27 e ;e: .,,- , -• . . ... . ._ .: Paymnt Meth6d:, CHECK - .Notatiolit SOA CORPORATI.ON: :,',.init:,t1-i,'...± . . . , • . • ' • • • ' • , • " • • .• •.; • .• • Permit No: D98-0129 Type: - DEVPERM DEVLOP)EN.T.PERMI'T1. Parcel Na: 352304-9. 09t.5 Site Address: 6750 S 180'1 Total Fees: 1. 7()5. 46 Th is Payment 47.00 Total ALL Nuts: 3. Bel ance: , .00 , e , • Account Code 1)escri pt i on , Amcgnt 000/322.800 BUILDING ):NVESTIGATI.ON 47.00 • • • • • • , • •• • • t'31. : 12/73 97t7 TOTAL 47O0 Pr . ct: , k . \ro,j) T • e of Ip AVres i s. 00 5.‘ S . + p ietc e i Date ca: 55 Special instructions: , Date w,ctA,ti: T217 a.m. p.m. Requesten . (L A ph2:0(.0 9c) INSPECTION RED Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspe proved per applicable codes. 0 Corrections requ prTo t approval. PERMIT NO. (206)431-3670 4e, $47.1 REINSPECTION FEE REQUIRED. Prior to ins ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Prct: lit if 1 I 0 d C\40 Type of Inspection: '3/ a 1 . p 1 4 , e s: Date cal Id( SpLial instructions: , Date wa.. L fi (2_,. P.m. Requester (lc- Ph 719 q99 INSPECTION RE Retain a copy with jtdmit INSPECTION NO. .? CITY OF TUKWILABUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO: (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: i'bf 566, f inspe . D , Eq 99 Li $47.& REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 6N p p Type of Inspection: , —.. I Address: 00 57 t P1 s Date called: I 2 g , n y Special instructions: Date wanted: / 2 9-- R 9 q;_rrny) 7 Requester: �! G- K Phone: 2o 6/g9 ^..... 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING. DIVISION . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 bIS PERMIT NO. (206)431 - Corrections required prior to approval. COMMENTS: x"A/7 P&1 z f - rue-tA Inspector: Date: / MI �y 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: �t�fect (�t 1 cr \ l�'n T e of mspection:t f r � is i =i !`uedR -F m if A es : "' -. �� . Date called: \ — e.-- 9 Special instructions: Date wanted: a.m. I l V I I p.m. Requester: , � / t , � Phone t ` gq INSPECTION RF ^ORD Retain a copy wi , . permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Approved per applicable codes. corrections required prior to approval. COMMENTS: . ( ©Slcr.''((6 C1 ; :/p ¶ /, o /e (sf 00A/ / /7` £ GK'S" /997 1 At r63 .., ( t 4 /2 oyr 4,44t( PERMIT NO. / F /A s t', /,., S Vqe-o (206) 431 -3670 ._. / I W r4 �� /N'�i ?`�1 L $4 A0 REINSPECTION FEE REQUIRED. Prior to ins' ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 12/14/1998 13:15 4 December 14, 1998 Mr. Dave Larson Senior Building Inspector 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Permit Number D98 -0219 Dear Mr. Larson: Sincerely, aelR.. M Regional Vice cc: Trent Hudak, BNSF OR - x CONSULTANTS ano, P.E. resident TRANSYSTEMS CORP PAGE 02 7441■191STEIVISA i�l1AT /ON C O N S U L T A N TS Our structural staff has reviewed your concerns as they relate to the building construction associated with the above permit. Although several of the relocated girt columns are bent at the flanges, their only structural value is to support the exterior metal sheets. .Additionally, each vertical column has several purlins connected laterally to the columns by bolting. The purlins also provide bracing supports and reduce the slenderless effects of the columns. We do not feel that it is necessary to replace these columns at this time. Burlington Northern Santa Fe Railway has been alerted to this condition, thus are aware that if additional damage occurs, follow -up inspection would be required. Our structural staff has also inspected the puddle welds which were used to fasten the base plate of the girt columns to the concrete curb. Washers and nuts would be the preferred method of construction; however, I understand that the threading was damaged, and due to the proximity of the bolt, re- threading was impossible. In lieu of nuts and washers, the puddle welds represent the most practical solution in conjunction with the adjacent bolting to connect the base plate to the foundations. I appreciate your concerns. I am assured by our staff that the structural integrity of the building has not been jeopardized. If you have any further questions or concerns, please feel free to contact us. 1460 114th Avenue 86, Suite 110 - Bellevue, Washl citon 98004 • Phone: (426) 451 -8303 Fax; (425) 451 -8983 Project: IAA Yribqfon Nor -!hern Type of inspection: 5 - form d atria e 4- F U1 4 f Addres : t�f'r>7odaI l✓aciIi4ci 12L400 51s+ Place S Date called: � --$— q 9 Special instructions: Date wanted: (� 1 9 p r a.m -- 7 p.m. Requester: RICF K r i er Phone No.: 2 o6 / - - %90 - «. PrIrtrt- rites to,"lR�a�, . t . ' S51 a " INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I • • Approved per applicable codes. INSPECTION RECORD Retain a copy with perm I I • } jDgg -o219� 1 n . RERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: 4// 1110 cdd Inspector: !''7u Date: Oil? $42.00 REINSPECTION' FEE REQUIRED. Prior to• inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: COMMENTS: // 1 -'/Ii ce4,1,e( ,gyLsi___< 42-1- Tom. 64-- ll .I / t ai s ! / ' i '- ` I LCA r1.e - 6 •-z, 4J SM., L ei k1 cyr 114 / Deri - t,._ r S �o v� / 1 t-- c� /-e , Zed& # A/64 c� C S vat el S I . � Cf./ 6-61 , s 1 ( /4(../ s ,c-.0( S (A/el S 4z-..4 c _ c.417. )41 / Protct: n • ,n _J Type nspection Adi rrZes's:� 51 FL S I Date call' �i2iqa Special instructions: Date wart) �3 I_I S p,me Requester.;-,. Gk. Phone 4 Ojs _ , r 30 _ 55 ..... ' 1PI"''` nPrgr!^!" ,." MAZZOKKIIMMA 1 !V' !'+ s-0! 7 :LI INSPECTION NO. . Approved per applicable codes. INSPECTION REP' )RD Retain a copy with ,,.ermit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: w $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. VI Receipt No.: N cf 6vse -- re(is .•-friinitite,t4 et/so. Date: COMMENTS: 6/5/595 CC A c.4 )is .!.. AkAlk S • wC(N P ? hV. pp) f - ! / a .) C. IA.,' 1. / ji 65 l ' 1 li S i . . r � ' : .<I � Lam.. G c i�`'� �} L ' ti - O (/ i- Gl GV'�rl 2 TA L. i c`. 6 00--t/AA.44-(A.,, tA411A q oz, lv . -f -A ,.4.:4 S / t (A.A4.0.,‘. i,d4D- - , 6 R - -41.A.-41 ( IUD f.i 6 + InSeo 1 /LW AaAss, l.si ) )2s S Project: v 1 , Type of inspection: L Address: Date called: l0/919 Special instructions: { Date wanted: II I f a.m. p.m. Requester: 61 IC Phone No.: • INSPECTION NO. Approved per applicable codes. INSPECTION RECO Retain a copy with p . uit I. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Inspector: ( I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Corrections required prior to approval. Date: /O/17 Project: B . Type of inspection: Address: P 9. Date called: Special instructions: Date wanted: ,, a.m. p.m. Requester: l� (r Phone No • ?I* cry - %id +` �! lir'"" di"' � `'�'�"'�'d�.'�S�i.,t.'�k?�'9!u' ,�� =s�nv��•'.�`±.�44�+ ".� ",�' :''INSPECTION RECORD Retain a copy with permi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ,.) 9 G —C.)2-1 7 ;, - PERMIT NO. I (206) 431 -3670 Corrections required prior to approval.: COMMENTS: Inspector: Date: l op s (� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ProjeC./, �� , / tvm TYPe of inspecti 0 � Addic g0C S p -- Date called: 9�� f r Special instructions: I f174/ L 4-e.e. , dt¢- -1- 7 Or//--- Date wanted: 76) a. m. Requester: Pon No.: �7M �zs -,, _03 I I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. 11 INSPECTION RFAVRD Retain a copy wi ermit D ?? - i 2�7 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS 61///4743 / (1 1 6/,X6 G� $42.00 REINSPECijION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: Project:a 6 4 ' �4 ` Type of inspec fi--0 kht Ad11 () L5 ( [ Date called: 1!j1 -11 Special instructions: MR (. 0 IV - iyiV` ao ,.,} Date wanted: (( �/� Q G' Requester: Rev, 1.6.9, P 0eli o,: 426 -` 16 5 f42- INSPECTION RF1RD Retain a copy wi rmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Date: PERMIT NO. (206) 431 -3670 Approved per.applicatile codes. Corrections required prior to approval. MENTS: Date: $42,00 REINSPECTION FEE REG RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Y., tts,Ter.rxrA,rolt.t7rivz.vp6x4PM:9turlopr7rS=T5MTIV.STFT,51:17"XVIMPlierTZWZAZTallgralrIVW1M. Zt ''' Vr4411147 " 111 "MMI, 0 Sprinklers: Fire AlarM: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: „r!,..P.• • • S • NNW FINALAPP.FRM City of Tukwila Fire Department Project Name B6i,41,A,(77-047 Address ( S7 PC Retain current inspection schedule , • .. - , , , „ Needs shift inspection Approved without correction notice Approved with correction notice issued TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Rev, 2/19/98 1.--*/ 6 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. Suite # Date 7 F.R. 85' Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (200) 575-4404 • Fax. (200) 575•4439 See Step Detail D -6. See Detail D -6. See Access Detail D -6. r L ArIr I Pivot Type Shear Gate (welded or bolted) Restrictor Plate (aluminum plate welded to unit with appropriately sized machine cut orifice) pq8-oz iq City of Tukwila 1/2 "MIN. 3/4 "MAX. DIA. SOLID GALV. STEEL DATE: 11/20/96 All Stainless Steel Straps, Bolts. (shop fabricated) Mortar Idatm:nit Shear Gate— Olympic Foundary or equal approved. R.strictor Unit -- C.M.P.— H.3004 Aiclad Alum. All Parts —to be Aluminum unless stated otherwise. TYPICAL FLOW RESTRICTOR INSTALLATION Not to .o.1. DS -13 • 08/24/1998 09:40 4254518953 1 LEVAT1ON (a• c TRANSYSTEMS CORP PAGE 05 REINSTALL SALVAGED GIRTS AS REQUIRED TO SUPPORT .*(N) DOOR REINSTALL SALYAGED JAMB, 'HEAD. FLASHING, AND CAP AT ROLL-Up DOOR RECEIVED CITY OF TUKWILA AUG 2.7 1998 'PACv 2 0f- 3 PA 5/24 /Ps 08/24/19 8 1:19: 40 r FIRST FLOOR PLAN 1/8- 0" ?Relect *. Sot .4%.001. DaTf, 13/1.0195 42b4b].b bJ BOLLARD, SEE I KHNbM I hM5 UUKN r • _.._. .... - - -- .. -- .. : -`•-• -. •• • RECEIVED '. CITY OF TUKWILA AUG 2 7. 1998 'PERMIT CENTER VALIL 114 N 3- 0 "Wx12' -0 "H ROLL -WP DOOR, CLOPAY #162 OR EQUAL (800) 526 -4301 NORTH EXISTING ASPHALT PARKING RECEIVED CITY OF TUKWILA 1\u6 3 1c.-19 MAT ceNTER .These plans have been re. iewedby the Public • Works 1)- for conformance with current City C Acceptance is sul.*ct to errors.. • which do not authorize viol ae of ad •• .•:•ndards or ordinances. Thc fo: •. , c:equacy.of the design rests totdiy the (...!c.fjpner. Additions, deletions or revision:, to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the FLibiic Works utilities inspector. • . • •• Date: dge By: 2' PROPOSED RELOCATED DITCH W/ 2H:IV SIDESLOPES 2 4' 2, • • , • EXISTING DITCH- TO BE RELOCATED REOUIRED: HYDROSEED AND INSTALL SILT FENCING AS NEEDED TO CONTROL EROSION • PROPOSED 2H:1V SLOP VARIES PROPOSED EWBANKHENT TO COVER EXPOSED 3 •••••• ■••• ■•••• EXISTIN ATTLE H4 SECTION CROSS-SECTION OF PROPOSE (FOR LOCATION SEE PLA NOT TO SCAL a a LAMM MAE LILNIE lat2INE EWEN LILIEE WAIN eiLJEN La:.. GWEN OMEN GIBEE MINE OHNE MIME GINNIE MEE SEINE EMU ENE. MEIN NUN MIEN EMU EN•• •MUM lull •E•E NUM MEN UNE NENE ENEE ENE. EWEN NENE NENE NEU ENNE MINN EINEM MINE NEU NENE V MEM MINE NEU .... MEM MIEN EWEN GIME 2' � 1 1 / ICH kTED PROPOSED 2H:1V SLOPE REQUIRED: HYDROSEED AND INSTALL SILT FENCING. AS NEEDED TO CONTROL EROSION Dclev•-4 /- EXISTING ASPHALT CURB TING ASPHALT PARKING $ TA C WASHINGTON COT. SILT. CWMTT KING MI 4 IV M0. E 14J VARIES PROPOSED EMBANKMENT TO COVER EXPOSED 36' RCP // / / NOT TO SCALE EXISTING 36' RCP STORM DRAIN / / / I IBIr EXISTING 1H:1V SLOPE SOUTH SEATTLE YARD IMPROVEMENTS SECTION A -A CROSS - SECTION OF PROPOSED GRADING IMPROVEMENTS (FOR LOCATION SEE PLAN SHEET 12 OF 15) e/T/q8 2' EXIS '"' f7)5S ! /9/ 9D • .2:10597414N ♦iiii i9�ii••• .. _ - +- ! :��iiii�� - ► i�i�i���i♦ ♦+ �iiiO�iiiii i� �i� • ►1. i•� i� ♦ iiiiiiiiiiiiiiiiiiiii�i�i�i +i +�!►i 4 - tit = �i�= ♦♦ iiiiiiiiii�iwl►! i :. : ■ t, :.'r:�► ��s.� �►0���� 100 0 0 0 0 AE- REO'D. RELOCATE DITCH (SEE SHEET 2) AT A 0.16% SLOPE NEW DITCH LENGTH APPROX. 400' (EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE PROJECT ENGINEER) EXISTING ASPHALT PARKING 104 - 90' SPACES (9.5'X 19' STALLS) STRIPING AS PER TUKWILA CITY ORDANCE CHAPTER 18.56 OFF- STREET PARKING FIGURE 18 -6 12 14 16 18 • 20 22 tik N t 4 104:, ''' 4 41 4 441* i 1 1 , E • 'f 1 /' ► h • a r EXISTING 8' +/- OF 24" CMP 0 0 0• NOTE: 6A. EXISTING FENCE GARAGE 1. SEE SHEET 2 FOR SECTION A -A DETAIL AND CROSS - SECTION OF PROPOSED GRADING IMPROVEMENTS EXISTING;ASPHALT PAVEMENT EXISTING ASPHALT CURB EXISTING FENCE SOUTH SEATTLE YAR PLAN VIEW OF PROPOSED (FOR LOCATION SEE PLA 49 REO'0. (APPRO LOCATI IN THE ENGINE NOT TO G,.r•{ of p�Gp5 t I PCRMoT ENTER 1 I 6 . S 9 0 (SEE SHEET 2) DITCH LENGTH OCATION TO BE LD BY THE S) r ED: D INSTALL AS NEEDED EROSION END. STING ELEVATION FACE FLOW STING FENCE STING TREELINE ROX. LIMITS OF. POSED ANKMENT AREA POSED DITCH FLOW CONT. STA I WASHINGTON 'COUNTY KING JOS NIOM* MO. EXISTING'ASPHALT PAVEMENT EXISTING ASPHALT CURB EXISTING FENCE 0 12 14 16 18 20 22 REO'0. RELOCATE STAIRS (APPROX. LOCATION) (EXACT LOCATION TO BE DETERMINED IN THE FIELD BY THE PROJECT ENGINEER) NOT TO SCALE EXISTING STAIRS (TO BE RELOCATED) D4b -o��g EXISTING CATCH BASIN • P SECURITY BLDG. REOUIR HYDROSEED AN SILT FENCING TO CONTROL 62/ v SOUTH SEATTLE YARD IMPROVEMENTS PLAN VIEW OF PROPOSED GRADING IMPROVEMENTS (FOR LOCATION SEE PLAN SHEET 12 OF 15) sus /g8 LEG 6 0• A .EXI �. SUR EXI r.,1Th EX! APP PRO E MB - -�- PRO 0 ' A CATCH BASIN 5 ** Z0'3Jdd ld101 ** 86/12/1998 89:59 425451by53 I, Tom Schmidt, hereby certify that I am an/the Owner of the property which is the subject of this application for permit or approval. In I am not the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any and all rights I/we have to apply for this permit or approval to TranSysterns Corporation Consultants. I therefore certify that TranSvstems,Corporation Consultants is the "applicant" for this permit or approval and shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on a new Certification and Transfer of Applicant Status. I authorize this department to return plans directly to my consultant(s) for the limited purpose of making corrections as required in the completion of this application for permit or approval, I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. c /iz/9" Signature of Owner hereby certify that I am. the "applicant" for this permit or approval. I shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on a new Certification and Transfer of Applicant Status. My address is: I, Kurt Reilt, hereby certify that I am an authorized agent of TranSvsterns Corporation Consultants, a corporation or other business association authorized to do business in the State of Washington and that this business association is the "applicant" for this permit or approval. This association shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing on a new Certification and Transfer of Applicant Status. The address of this business association is: 1450 - 11 Averue SE, Suite 100, Bellevue, WA 98004. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. - r f ;; 518953 PAGE,02 z0 /ard £S68TSVSEOT8 01 LLOP TSS £t6 ONI833NION3 ,UIONti>l ad 90:£T 86, ET mnr T1 1A1 11 1002 1 1 s G10 CERTIFICATION AND TRANSFER OF APPLICANT STATUS Signature of Applicant OR TRANSYSTEMS CO4 PAGE 02 Date Signed Date Signed 124th Street B N S F S o u t h S e a t t l e Y a r d Project Vicinity Map Asbestos ?LOU PAW CLAR Z IWIl muss YOUR RBTVRN MAILING LABEL Contractor: Environmental Mana.ement 'es. - e Contractor Owner/ EO: David Welch ling Address: 0' 2nd NE, .Suite 8 . Phone: ( 42 5 5) 861 - 4561 • Contractor Job No.: ... 3133 -01 . Redmond State: • WA Zip: 98052 • , Fax: (425) 869 -7820 07/14/1998 13:25 42545189F° TRANSYSTEMS CORP Agency Case No. ,3 801104 Agency use 2 k, Site Address: j24tmn vii j pi - c nlith cot Manager or tact Person: Trent Hudak, P.E. Asbestos Survey or ❑ Mitt Presumed: ERA Building AM ARCM sector Name: Tom P a to Demolition Information: Demolition Contractor: Sienetnto ACA Form No. 66-160 (Revised 4198) A24 2 /2' PUGET SOUND AIR POLLUTION CONTROL AGF2 . i 110 Union Strut, Suite 500, Seattle, WA 98101.2038 NOTICE OF INTENT TO PERFORM: Project Type: j 1. ❑ Asbestos Removal 1 2. ❑ Asbestos Remove) & Demolition 1 3.'ta Demolition. No Asbestos Removal Ow rty Burlington Northern Santa Fe Railway Company ingAddreu: : 2 454 Occidental Avenue South fieg Addrea :: Opp-Seattle No. of Structures: 1 ur 4110198 Cond uc te d: Da te S vey was svR er IS RMQrNRLOWW1 AL 1. Minn 07 S Cp 21098- I MP - ode • Certification No.:283 Was Asbestos Found? UYes 0 If No, Attach Survey Expiration Date: 2/10/99 FIR No. of U Training Fire (Last Fire Dept. as demolition contractor below) 0 Ordered Demolition (attach copy of Order) MINT M DIM MAME NEI MAILING ADDRESS IN SOX I ON [ACA: IFWINING I1/RN ANTIS S DEPT. NLU Structures: 1 Start Date: July 1998 To be provided upon selection, Phone: ( Start Date: 4/9/98 Completion Date: 4/10198 Wk. Days: M T W Th F Sa Su Hours: 7. am - fi pm Will all asbestos material be « Yes removed by ofoiect cgmoletion? Q No_ Other Other Other: Asbestos Project No. of Structures: Information: (see back if > 1) 1 material already removed - (4/10/98) Li Quantity to be Removed: Linear Ft. Square Ft. 45 0 rmal System Insulation: ❑ Boiler\Furnace Ins. U Duct Ins. t1, Pipe Ins. 'acing Mat'!: ( ❑ Fireptoofin gPaints 0 Plaster 0 Textured Coadn�s c. Mat'!: I ❑ Cement Bd. 3 Cement Pipe • RAFlooring Mat'! ❑ Rooting Mat'! Asbestos/Demolition Project Categories: O Owner- Occupied, Single - Family Residence Asbestos Removal Project 1] Single-Family Residence Demolition Project 3 All Other Demolitions With No Asbestos Removal Project 10 - 259 linear feet or 48 - 159 square feet (see back of form for options) t} 260.999 linear feet or 160.4999 square feet ) 1,000. linear feet or 5,000 - 49,999 square feet 1.1 10.000 - 49,999 linear feet or 50.000.99,999 square feet 1.1 50,000 99,999 linear feet or 100,000 - I49,999 square tots O 100,000+ linear feet or 150,000+ square feet tl Emergency Asbestos Project or D Emergency Demolition Project U Alternate Means of Compliance for friable materials or U Demolitions ti Alternate Means of Compliance for nonfriable asbestos materials @h)cS Rcpsenuedoi City: Tukwi l a State: WA , . 1 01- 0 1 1998 Ages , Use Only Phone: (206 )625 -6150 PAGE 02 Date Received Sum: WA Zip:9811 Phone: (206 ) 625 - 6150 Zip: 98168 'Jotitiotion Waiting Period - HONASEUNDABLE Fez Prior Novi e.p A ID 825 ,i $150 1mpiy� $300 10 Days r . $750 10 Days 10 Days 10 Days Prior Notice 10-Day Review Period Concurrent with Project $2.000 $5,000 S10,000 Twice Project Fee Twice Project Fee Twice Pr1ect Fee. Completeness Rai"' l do baeby catty that the taforotation contained in this nodtlaatien, and supplemenal data described daein. is to Ms beet of ay dedyc accent and complete, I shall not cause or allow any atheism project or demolition activities to basin until the appropriate ng period Me - r ,e Dais 8 8IU CNf10S 139ld WdPO:2T 86, bT lilt c. January 14, 1999 Mr. Dave Larson Senior Building Inspector City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Permit Number D98-0219 Dear Mr. Larson: necessary. • Sincerely, Mark G. Peterburs Senior Project Manager This letter is in response to concerns you expressed to Rick Krier of RJC regarding the above- referenced BNSF project in Tukwila. Due to the addition of the new employee locker room (Sheet No. Al, Permit No. D98-0375), one of the protective Ballards located in the southwest corner of the existing freighthouse has been eliminated. The column that is protected by this Ballard is now protected by the corner of the locker room. The other area of concern was the x- bracing installation, Sheets 14 and 15. The work you had inspected was ,not completed as per. plan. Retrofit Detail 5 calls for a larger gusset spliced in both directions. This work has now been completed and inspected per plan. I appreciate your close review of the approved plans and hope this resolves your concerns. Should any further items need to be addressed, please feel free to contact me for an on-site visit if TranSystems Corporation Consultants cc: Patrick Li Rick 'Crier, RJC Ta • s rs- E m s C:DVZAT/C:)/■/ CONSULTANTS JAN 2 0 1999 COMMUNli DEVELOPMEN 1450 114th Avenue SE, Suite 110 • Bellevue, Washington 98004 • Phone: (425) 451-8303 Fax: (425) 451.8953 December 2, 1998 Cert No. 9808 -76 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Burlington Northern Freight House 12400 51st Place S Permit No. D98 -02 19 ::x. Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to you. 1. Reinforced concrete cast in place for footings for end wall and ramp addition, stem wall around platform extension 2. Structural steel visual welding on shear clips to columns for X- Bracing with all welding acceptable 3. Torqueing of A325 high strength bolts - all were snug tight All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 11 -16 -98 and is number 096379. Respectfully, CASC TESTING LABORA INC. Ddnnis H. Stack President CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 128TH PLACE KIRKLAND, WASHINGTON 98034 KIRKLAND: (425) 823 -9800 SEATTLE: (208) 525 -8700 FAX: (425) 823 -2203 EVERETT: (425) 259.0517 RECEIVED DEC O 4 1998 COMMUNITY DEVELOPMENT L CASCADE TESTINCj LABORATORY, 1176. "LJ 0 9 637 9 TESTING & INSPECTION / ENGINEERS PREVIOUS 12919 REPORT No. No 12919 N.E. 126TH PLACE (j 1 ND, WASHINGTON 98034 �j`� 3 �IJJ� EVERETT (425) 259 -0817 DATE b/ 1 w ` �fV{ 1 CERT Q• `� �7EVELOPME NG te �1� n- LOCATION ` S /.�Y A BLDG. PERMIT NO. OWNER WEATHER TEMP. AT AM AT PM ENGINEER ATTN ARCHITECT Cn Q ` z\ � J +, ' � ‘,•r■C_. (2) INSPECTION PERFORMED _ RESTEEL/CONCRETE RESTEEL ONLY RESTEEUMASONRY ✓/ — `T/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS -- DRILLED PIERS — WALLS BEAMS — — — (4) ARE S) �JN� S �� C "^ v� ✓v e' " -e N" N., \ CN ✓ \ rc J w 1,D\ (5) CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (Pc) SUPPLIER TOTAL CU. YD. PLACED SLUMP (INCHES) SPECIMENS CAST AIR CONTENT ( %) SEE CYLINDER REPORT NO YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. • REMARKS' COPIES TO: r� / – t-e--Cee /J e. Q-- v `4.‘ _ ()C �o •� 6` ^ S -r S C J S C Cv\( \ cc_ \o ✓`S V eXr � 32 G 3 \C. ■ „ Q , \ ALA__ cvAsX \oz a L4 \= \e6 SIGNED: L KIRKLAND, CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS 0 5 r� 9 3 12919 N.E. 126TH PLACE J \'' J v REPORT No. No. ` WASHINGTON 96034 (425) 823 -9800 EVERETT (425) 259 -0817 DATE CERT NO. �_ �Q77S J - TO: / J j 4,4, �//J P ECT �/ P�f•` �d,.tc e LOCATION n 7 /, � / ,(2YOD � / ,"N4. S 'C('r/(h LA1A_ � / DG. PERMIT NO. OWNER WcATHER C/�O) TEMP. AT AM �C AT /7 'A PM ENGINEER ATTN: ARCHITECT CONTRACTOR (2) INSPECTION PERFORMED 1 RESTEEUCONCRETE RESTEEL ONLY RESTEEUMASONRY ..._ STR.ST/WELDING — OTHER STR.STIBOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS _, SLAB — AUGER CAST PILES COLUMNS — DRILLED PIERS � WALLS — .— BEAMS ( LOCATION(AREAS) �7 ��` -C--�9 4 .•! ∎ .,•,,./ � ^' �7 '!�!j f=:>,---a.., 0,1,14., � CONCRETE/MASONRY MIX NO. 5 DESIGN STRENGTH (Pc) ,76 d v SUPPLIER / C '214. / e> TOTAL CU. YD. PLACED / SLUMP (INCHES) ` J �L SPECIMENS CAST ,& tr --/� 2l AIR CONTENT ( %) - SEE CYLINDER REPORT NO. 33 0 9 }!' ✓ YES _ NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS, SET NO. REMARKS' J 'r"f� / C J s re/ /fri . Gi COPIES TO: I 1, • GAL .' a (d c,..d.40 1247_ t - k4e ' 4 SIGNED: INSPEC _) ,∎� FIELD REPO RT CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK L 41 f 1 -2.2-I' `f -1j 7 ,.) y/2 73 ? `j .VCC f 0'V CONTRACTOR of a /% /c7 <B -01 TOTAL !Z 7'Q 45/0 G 3 el /.v -i9 2 / '33 ) y 7 DATE p� q-. 2. -- ( P CERT. 0. Pod -. 2 ,6 SLUMP ASTM C -143 ECT / / ` N Fr e i' 4 / / _ ai,. UNIT WEIGHT ASTM C -138 , LOCATION A? C /00 5/s(',/ s 7'v /lw,'A- 1 CEMENT FACTOR B PE NO.^ I 6WNER / CONC WEATHER C4 TEMP. AT AT AM PM ENGINEER 73 ARCHITECT CONTRACTOR 64 TRUCK SAMPLED �� S(s' TRUCK TICKET NO. ‘4 MIX NO. 575 TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR A V; /O 6 i ` CA. 73 7C 64 /% /c7 TOTAL BATCH DATA FOR 1 CU. YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT 77 FA. / e:(5-S- c < . .I`Q2fgc, CA. 73 WATER r /% /c7 TOTAL TO ATTN THE FOLLOWING WAS NOTED: TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE COPIES TO • 1 • (Jt A 142- Iola, - CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 14251 823.9800 EVERETT (4251 259.0817 C0 AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 FIELD TEST DATA COMPRESSIVE STRENGTH TEST METHOD e - If FIELD REPORT No. 33094 ❑ ASTM C -1231 ❑ ASTM C -617 INSPECTOR SAMPLING IN ACCORDANCE W TH APPLICABLE CODES & SPECS e- 7/ PRODUCERS: CONCRETE \S c• CEMENT J7� 1 � � 1 CU. YARDS PLACED d AEA ADMIX CAC12 ^— % ---- DESIGN STRENGTH c d J O PLACEMENT AREA & NOTES ,o //c7 Ct-p, (-''G, r 7 I' CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SO. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 6 - Fs 9 -- bo c -/ 7 7 !ix t 487cx 3'I10 lW ` „ -F 28 6 0 l ,s. DATE C CERT. NO. PROJECT f LOCATI > i ' BLDG. PE T-NOE O WEATHE T TEMP. AT AM ENGINEER Q. _ rrL � C -,. R i 14, Co,D ARCHITECT F N q U 1' . P.ka ?,n4 . , 741,1 Cc.r4 , I 1 , i 6 Z►i CONTRACTOR //II jj f.411 iGL✓ YIELD CEMENT ASTM C1064 ASTM C -143 ASTM C -138 FACTOR CONC AIR /.o5 5%Z — — - 5 /41k --7-, "2 li BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT FA. `' Ai* CA. WATER OA / t TOTAL CASCADE TESTING LABORATORY, IN,C. TESTING & INSPECTION / ENGINEERS" ` 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 14251 EVERETT (425) 259.08 823-9800 17 TO: t'4.v1.E75 mS 6r ✓4 s en.A.. / //`/'"- g, 2, , 5t.y "J 39.1 /2.vu-L, IA)4JA. 58.0O 9 ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE �✓ �� PRODUCERS: CONCRETE S/n F (Alt CEMENT COMPRESSIVE STRENGTH 1 �- FIELD REPORT No. INSPECTOR* COPIES TO i.., k Ct(13 SIGNED: 34542 cy ❑ ASTM C -1231 SAMPLING IN TEST METHOD C ` j/ ❑ ASTM C -617 APPLICABLE CODES & SPECS ACCORDANCE TH C` CU. YARDS PLACED /e) AEA ! VI5 ADMIX / / ��J 1� CAC12 % DESIGN STRENGTH 300 PLACEMENT AREA & NOTES C ga //� s &Ag ,- a. rich d 7170 Arfe4/ a.►, d / 6/6. d �il.- ro,w GvCti /I C' 4 P �� r �J ���, li A'J D us' F , BATCH DATA FOR 1 CU. YARD DESIGN % ADJUSTED WEIGHTS MOIST WEIGHTS CEMENT FA. `' Ai* CA. WATER OA / t TOTAL CASCADE TESTING LABORATORY, IN,C. TESTING & INSPECTION / ENGINEERS" ` 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 14251 EVERETT (425) 259.08 823-9800 17 TO: t'4.v1.E75 mS 6r ✓4 s en.A.. / //`/'"- g, 2, , 5t.y "J 39.1 /2.vu-L, IA)4JA. 58.0O 9 ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE �✓ �� PRODUCERS: CONCRETE S/n F (Alt CEMENT COMPRESSIVE STRENGTH 1 �- FIELD REPORT No. INSPECTOR* COPIES TO i.., k Ct(13 SIGNED: 34542 cy ❑ ASTM C -1231 SAMPLING IN TEST METHOD C ` j/ ❑ ASTM C -617 APPLICABLE CODES & SPECS ACCORDANCE TH C` CU. YARDS PLACED /e) AEA ! VI5 ADMIX / / ��J 1� CAC12 % DESIGN STRENGTH 300 PLACEMENT AREA & NOTES C ga //� s &Ag ,- a. rich d 7170 Arfe4/ a.►, d / 6/6. d �il.- ro,w GvCti /I C' 4 P �� r �J ���, li A'J D us' F , CASCADE TESTING LABORATORY, IN,C. TESTING & INSPECTION / ENGINEERS" ` 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 14251 EVERETT (425) 259.08 823-9800 17 TO: t'4.v1.E75 mS 6r ✓4 s en.A.. / //`/'"- g, 2, , 5t.y "J 39.1 /2.vu-L, IA)4JA. 58.0O 9 ATTN. THE FOLLOWING WAS NOTED: FIELD TEST DATA AIR TEST METHOD: ❑PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 TYPE OF BREAK: (a) Cone (c) Cone and Shear (e) Columnar (b) Cone and Split (d) Shear SAMPLE P/U DATE �✓ �� PRODUCERS: CONCRETE S/n F (Alt CEMENT COMPRESSIVE STRENGTH 1 �- FIELD REPORT No. INSPECTOR* COPIES TO i.., k Ct(13 SIGNED: 34542 cy ❑ ASTM C -1231 SAMPLING IN TEST METHOD C ` j/ ❑ ASTM C -617 APPLICABLE CODES & SPECS ACCORDANCE TH C` CU. YARDS PLACED /e) AEA ! VI5 ADMIX / / ��J 1� CAC12 % DESIGN STRENGTH 300 PLACEMENT AREA & NOTES C ga //� s &Ag ,- a. rich d 7170 Arfe4/ a.►, d / 6/6. d �il.- ro,w GvCti /I C' 4 P �� r �J ���, li A'J D us' F , L KIRKLAND, CASCADE TESTING LABORATORY, INC. 0 ,, 712 9 TESTING & INSPECTION / ENGINEERS PREVIOUS 12919 N.E. 126TH PLACE , �. .:,. REPORT No. No. WASHINGTON 98034 (425) 823 -9800 EVERETT (425) 259 -0817 DATE Q (, I CERT, NO. 7 , ...� 1 � TO: 1ran1 -CIS 6r or47 4ar►- PROJECT . La" IA i n � 2../' KN, O r 2../' Fr E �'� 1 1 1 LOCATION s tayo0 S11* 01, S ITA*-4.1,15, / ki S D // 9 'a'4' I , S i 4f:4 //D BLDG,BERM( .1 qa " 0 a 19 OWNER ' r f q /UJ J1 fr L W SSn, Y. ( t WEATHER TEMP. AT AM AT PM ENGINEER /V14r /'k•1 R(lE ec„.0F ATTN ARCHITECT zrMQ-v1 Z41t 6 114r ; lIL✓ CONTRACTOR e t e ( INSPECTION PERFORMED �STEEUCONCRETE — RESTEEL ONLY (3) ITEMS INSPECTED FOUNDATIONS — FOOTINGS SLAB RESTEEL/MASONRY — STR.ST/WELDING — OTHER STR.STIBOLTING — _ AUGER CAST PILES COLUMNS — DRILLED PIERS -- WALLS — -- BEAMS (4) (AREAS) FbU 74 n 5 S g r E h d l.4_,A. `/ F i"Q,m G Ant, 9 dU Er 4, 5 / p (.},5 4 ` ,0 C ONCRETEGIBRY MIX NO. ScEe.DD DESIGN STRENGTH (f'c) aDov SUPPLIER c]'/4 F G✓+r L) TOTAL CU. YD. PLACED /) SLUMP (INCHES) 5 SPECIMENS CAST 3( LA- ie AIR CONTENT( %) SEE CYLINDER REPORT NO. `ly S`/o? _ YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT, APPROVED PLANS, SET NO. REMARKS COPIES TO: 1 - T -u 6C SIGNED: ()P c/ 5 1"110 n ; r11 C &n (t o,n, V S ) y , l) t f i't ca 1 cUD I.v t' I, L S Sly t- fATR ILA s S ' - L.' A cd� 1 'LuiT S 1 1( D•�.t - r; c,Cra - d „ CC( 7FrS L..Fg /4....4 e t(ptei�l1�r' Sit //�J 1 � / 6 i • &ti e riA �`cl c l ci 6 Gf1 (,7 �->, /42 Fc -Aa-4 / 1=al/ Lh 41-w 74" 0 tu 4430 *L INSPECTOR f (y 2 ffialiket.4/5 (^/1►4TS 6. iC.p")_ FIELD REPORT I August 26, 1998 Vickerman • Zachary • Miller City of Tukwila Attn.: Mr. Ken Nelson Plans Examiner 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Development Permit Application Number D98 -0219 BNSF South Seattle Yard Improvement 12400 51 PL. S. Dear Mr. Nelson: Pages 2 and 3 of this letter detail a revision to the plans for this project. The 16' -0" roll -up door, previously shown in the plans, will be changed to a 12' -0" roll -up door. Also, another 12' -0" roll -up door will be installed. I have reviewed and approve of this revision to the plans, as shown on pages 2 and 3 of this letter. Sincerely, `mom - c_ Marian Rule Cope Vice President MRC /DJL 502 - 98007.0 - -g: \genera1\502- 980070 \1tr980824 1.doc REVISION NO11Z z- a divisl T T/OdV RECEIVED CITY OF TUKWI'LA AUG 2 7 1998 PERMIT CENTER 180 Grand Avenue, Suite 400 • Oakland, Callfornla 94612 -3741 • Phone: (510) 835 -2761 Fax: (510) 835 -9839 August 20, 1998 Kurt Reichelt 1450 - 114th Avenue SE, Suite 110 Bellevue, WA 98004 Dear Mr. Reichelt: City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: LETTER OF INCOMPLETE APPLICATION - REVISION #Z Development Permit Application Number D98 -0219 BNSF South Seattle Yard Improvement 12400 51st PI S If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3671. 1. The revision must be submitted by the structural engineer of record. Brenda Holt Permit Technician end File: D98 -0219 John W. Rants, Mayor This letter is to inform you that your permit application revision received at the City of Tukwila Permit Center on August 17, 1998, was determined to be incomplete. Before your permit application revision can begin the plan review process the following items need to be addressed. Building Department: Contact Ken Nelsen, Plans Examiner at (206)431 -3677 if you have any questions regarding the following items. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation please submit two (2) copies of each document. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the . mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • . Fax (206) 431-3665 JJS /tkf Subject:. BNSF South Seattle Yard Land Altering /Storm Drainage Revision dated August 5, 1998 Project Number: PRE98 -024 Permit Number: D98 -0219 Review Approval 7r.v.z,:.r..tai n`.iri;.. ".': f -itui iNk1:•r!�ncina;ri:n::i„ cc: Applicant (with copy of revised plan) Public Works Inspector (with copy of revised plan) Development File (with copy of revised plan) City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Eams4 P E, Director To: Kelcie Peterson, Permit Coordinator From Joanna J. Spencer, Public Works Development Engineer Date: August 12, 1998 The above revision submittal, Sheet 10 and 12 of 15 and 2 additional sheets, which involves fill placement at an embankment at a new location and bioswale relocation has been revised and approved on August 12, 1998. This approval has been entered into the Sierra Permit System. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179. Fax (206):4313665 07/14/1998 11:13 4254518953 TRANSYSTEMS CORP FAX TRANSMITTAL FORM 7-84 AT / 01V I Handling Instructions: 94 URGENT! 0 [] For Your Approval O For Your Use ▪ As Requested El For Review and Comment 0 El Please Confirm Receipt El Original Sent Separately Phone Number: Fax Number: Number of Pages: Comments: Copy To: Date: To: From: RE: Project No.: 7— 11-18 ZOG - 43f - 3�'1fl £.31_36 (Including Cover Sheet) CON S U L T A N T S PAGE 01 RECEIVED crrY OF TUKWILA JUL 1 PERMIT CENTER 1\ t )c K r,. o � �,,,- No 11-4 � . pq eal-1at so tI.A% S e L,, +' 1/4 1-.1 infpeo V J PAN04 -IL % S CL Saittk.a L1!' -41-4 y o� • C am - c i iN1e c I I tYvi 3 - ' - ; - ' s ` Dint •ice_ . ell, (0 tl‘r` G CAA 4 * $ 1450 114 Avenue SE, Suite 110 • Bellevue, Washington 98004 • Phone: (425) 451 -8303 Fax: (451) 451 -8953 D98• 0 9 07/14/1998 11:13 4254518953 C .. July 14, 1998 Via Fax: (206) 431 -3665 Ms. Kelcie Peterson City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Re: South Seattle Yard Improvements Alternation Permit Application No. D980219 Dear Ms. Peterson: On July 13, 1998 a pre - construction meeting was held between RJC, Inc. (Contractor), BNSF, and TranSystems Corporation regarding the above - referenced project. The work schedule for the Contractor has been determined to be 7:00 a.m. to 4:30 p.m., Monday through Friday with allowance for working these same hours on the weekends only if the project falls behind schedule. In no case shall work be performed during non - daylight hours. If you have any questions or concerns, please feel free to contact me. We look forward to working with the City on this project. Sincerely, TranSystems Corporation Rex ' ng, E.I.T. Construction Manager cc: Trent Hudak, BNSF Mark Peterburs, TranSystems Rick Krier, RJC, Inc. TRANSYSTEMS CORP T GCa►w=ie:::l - AT /ON C O N S U L T A N T S PAGE 02 RECEIVED CITY OF TUKWILA JUL i PERMIT CENTER DcliS• 0 Z 1450 114th Avenue SE, Suite 110 • Bellevue, Washington 98004 • Phone: (425) 451 -8303 Fox: (425) 4614953 TO: FROM: DATE: SUBJECT: JJS /tkf C.: City of Tukwila Department of Public Works Land Altering Storm Drainage NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering July IQ, 1998 BNSF South Seattle Yard Improvement 12400 51 Place Permit Number: D98 -0219 Contact Person: Kurt Reichelt Phone: (425) 451 -8303 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 10, 1998: Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) PERMIT FEE 183.00 25.00 John W. Rants, Mayor Ross A. Earnst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 07/10/1998 09:00 4254518r July 10, 1998 Via Fax: 206- 431 -3665 Ms. Joanna Spencer City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Dear Ms. Spencer: Per your telephone request of July 10, 1998 with Kurt Reichelt, we agree to work with the City of Tukwila via Frank Baker to modify the design of the catch basin to comply with the construction code requirements of the City of Tukwila. If you have any questions or concerns, please contact me. We look forward to working with the City on this project. Sincerely, TranSystems Corporation Rex King, E.I.T. Construction Manager cc: Trent Hudak, BNSF TRANSYSTEMS COW', PAGE 02 T Enos ?PIUv?AT /ON C O N S U L T A N T S R ECEIVED JUL 10 1998 PU BLIC OR KS D9P-02.19 1450 114th Avenue SE, Suite 110 • Bellevue, Washington 98004 • Phone: (425) 451 -8303 Fax: (425) 4514953 June 12, 1998 Kurt W. Reichelt, P.E. Senior Project Manager City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Alteration Permit Application BNSF South Seattle Yard Improvement Dear To Whom It May Concern: We are pleased to submit five (5) copies of the Alteration Permit Application and the BNSF South Seattle Yard Improvement plans: Should any additional information be needed please phone me at (425) 451. -8303 or send a fax to me at (425) 451 -8953. Thank you for your help and assistance. Sincerely, TRANSYSTEMS CORPORATION cc: Mr. Trent Hudak, P. E., BNSF Construction Engineer File ?F'lO/?AT/C3 C O N S U L T. A N TS 1450 114th Avenue SE, Suite 110 • Bellevue, Washington 98004 • Phone: (425) 451 -8303 Fax: (425) 451-8953 ACTIVITY NUMBER: PROJECT NAME: SNSF SOUTH SEATTLE YARD IMPROVEMENT Response to Incomplete Letter Response to Correction Letter # Revision After Permit Is Issued XX Original Plan Submittal efftwoelobb DATE: 6 -12 -98 D PARTMENTS: i i i g Division DETERMINATION OF COMPLETENESS: (Tues, Thurs Complete Incomplete ❑ Comments: TUES /THURS ROUTING: \PR-ROU rE.DOC 6/98 C c: PLA RW /UTIrisl SLIP bqB oi • N F e• -v- Struc1 ntion Pla /o g Division -26 ❑ Permit Coordinator w, DUE DATE: 6 -16 -98 Not Applicable ❑ Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: -am 0?. Lo� Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 ACTIVITY NUMBER: f) 9 S - v a / 9 DATE: 8.-5-5W- PROJECT NAME: tio Q.)S So�fh Scx.ff /e ?G�� Response to Incomplete Letter Response to Correction Letter # X Revision After Permit Is Issued Original Plan Submittal PLAN REVIEW /ROUTING SLIP PEnZ7 caoR, ca DEPARTMENTS: Burin Division ublic Works x N Fir Prevention Pik s Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: z ,urrAt ( I REVISION NO.A._ �/!!�'' PIar�"ning Division itik i Look Permit • it oo inator DUE DATE: 0 - 9 Not Applicable ❑ TUES /THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Work TUES /THURS ROUTING: Structura PL SLIP ACTIVITY NUMBER: D98 -0219 PROJECT NAME: BNSF SOUTH SEATTLE YARD Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) DATE: 8 -17 -98 Response to Incomplete Letter XX Revision After Permit Is Issued REViiUi NO, DUE DATE: 8 -18 -98 Please Route ❑ No further Review Required 2 Fire Preven Planning Division ❑ ❑ Permit Coor in�ator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete Comments: Not Applicable ❑ REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 9 -15 -98 Approved ❑ Approved with Conditions E Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. CORRECTION DETERMINATION: DUE DATE. Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. \PR- ROUTE.DOC 6198 DEPARTMENTS: ui ing Division i fili ruolic Works /� Complete LI Comments: TUES /THURS ROUTING: WR•ROUTE.DOC 6/98 Pat Cpl PLAN REV /ROUTING L ACTIVITY NUMBER: D98 -0219 DATE: 8 -2 7 - 98 PROJECT NAME: BNSF SOUTH SEATTLE YARD — REVISION #2 Original Plan Submittal _XX__ Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is. Issued Fire Preventi ❑ Structural !! ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Incomplete r Not Applicable ❑ Planning Di isy ion ❑ Permit Coordinator ja • DUE DATE: 9 -1 -98 Please Route 0 No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 9 -29 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions C Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. CITY OP TUKWILA Department of Community Development Building Division - Permit Center 6300•Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL • r a DATE: 8 - PLAN CHECKIPERMIT NUMBER: 8 0 ._. I - 1 PROJECT NAME: Q N ST So k) SP -e.. Y a.rrQ t p,., v lam-. ejr S PROJECT ADDRESS: Ib. O 5 PL . TV (C ►VI , WA °I 9) \`l ', CONTACT PERSON: P, X K 6:9 . • PHONE: 'F - 6;03 ey-r /2 Ls.LL 42'S- REVISION SUMMARY: ), S6-1.5 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Vx 2 . *Le- Po ill in . Lt\ Z- \i to r £ o ►''S , SHEET NUMBER(S) - s e .„ tprW C ___ PA 2 1 "" T,ERMIT 04E / �'� 3/19/96 T /T'd Md'QDC tfUMW11 I. TT:OT 86, t'T JfTti REVISION SUBMITTAL DATE: t " I cj• CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT NAME: Q N ST S0. • - S•ec -k V REVISION SUMMARY: a S �'S S SUBMITTED TO: Q I S i P T /T'd r PLAN CHECK/PERMIT NUMBER: 8 _ 0 D--- I I Hi Q. S PROJECT ADDRESS: 1 0 S I p l... S. Ti k IAJI LA , Wm °I f CONTACT PERSON: 6 x ,• PHONE: 42- S —f - 6 0 3 LX'r k 2 2- J CeLL 425 ?e S- V3 42- SHEET NUMBER(S) 16 il I-5 "Cloud" or highlight all areas of revisions and date reviiions. * Le, by i \d it 1nS t\ Z - . U (100 e,5, RECEIVED CITY OF TUKWILA AUG 1 7 1998 PERMITCENTE�R6 t1A REVISION MO,i- 3/19/96 Md /QXQ tf1IM*11 WUT T :0T 86$ PT Dnu CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: " 05 e l g? PLAN CHECK/PERMIT NUMBER: v ie , 021 i PROJECT NAME: ii310 S S 0 v S A..-ry I v eJ PROJECT ADDRESS: \ S I PL S. TVK IJ j W>k cI J 1 8 CONTACT PERSON: !? l h PHONE: ( 451-6303 2 18 �xT 8z Z CFA L 425" -18S- 134.. . REVISION SUMMARY: 5d a wl w lcrite r -7 (>z P AGc ABC' L-o (1TI o w 1wD∎C �o Ohl SNV,ET (Z, o'1 - t ' lvJ SM,IR of 5 ti d o 1 S A - T T , c L s ) PLA-Yd Alniv C 1k oS S - S C - clo in1 5 A ° F o U G / 1344 1998 oF 4)51 SHEET NUMBER(S) (Z- at is P----ce 10 '- 1$ f 2- A4-oc -1-104 S k.e. s "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: ,S To u.v.v. S Sr h Gam. r CITY USE ONLY Fire 6 1lcWork's 3/19/96 August 5, 1998 Ms. Joanna Spencer City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Alteration Permit No. D98 -0219 — Revision Submittal BNSF South Seattle Yard Improvement Ms. Spencer: We are pleased to submit four (4) copies of the Alteration Permit Revision Submittal for the above referenced project. Should any additional information be needed, please phone me at (425) 451- 8303 or send a.fax to me at (425) 451 -8953. Thank you for your help and assistance. Sincerely, TranSystems Corporation Consultants Rex King, E.I.T. Construction Mana r if cc: Mr. Trent Hudak, P. E., BNSF Construction Engineer File: 5029800700 T /O/V C O N S U L T A N T S 1450 114th Avenue SE, Sulte 110 • Bellevue, Washington 98004 • Phone: (425) 451 -8303 Fax: (425) 451 -8953 JUL -17 -98 09:15 AM RJC, INC. .•• FROM: SUBJECT: , 4254325589 RJC, Inc. 16217 -- 1 14` Avenue Si: Renton, WA 98055 , 425- 430 -5551 - 425 -430 -5552 (fax) FACSIMILE TRANSMITTAL COVER BEET Please Deliver Immediately Number of Pages (Including Transmittal Sheet) TO: 'le'4114' COMMENTS: r P.01 FAX NUMBER: - -ZCS(p - 'Y'3 t Ca4:; • DATE: . /r>/? - 73 fel` Kt)c c<k.a 314 3.ScoSe..0 V2A:1 /At .. n wraw.►••∎•W .yrw........+:..vw......+.. 1 AI1.11.124UI)1 IP))) REGISTERED AS• PROVIDED BY ,LAW A5 CONST CONT GENERAL •' '% - : ?:4. ' W..REG I ST M # �'�?'•'?r'EXp' •' �.bA'r15;q' . +' '' RJCIN ;• +•06'6∎7J, ErrEC •DDTE'104c T, 4 9;p 4 /1 , . . r.,, 1v1 R C'.INC - i. 16217 114TH AVE 6E ' RENTON WA 98055 • '7 - . 8 ;:=4' - 4 - 2", '7- A - 10 12r ,7 7 • 13 41 7 • 0- 14 - 4i '7 7 • 4. 6 2? A• 17 •• -• ----- 4 GATE 1.11.0 COM' PGIUNiD ZONE Sk. • spHAL4 .AVEN4EN ' - • CUSTOMER DARk.!NG 20 4...ACES 2301 \ vo 44,4 \ *z.. CU Or l2' - Orl6. ANC 44 .5R sAN-- - _ PUTuRE 4A 14 4 commuwicA:t tom c..R TR. OFFICE 2. FLOOR a FR A• A RE : /14L .l. SEC 7,0NE TRUCK I'.0514 FREIGHT HOL•IiE DFF•cE NAIEL: GE EIGHT HOUSE - F L004: 1 L. AN. FREIGHT -obse - scci-Jon DETANS TRUCK DOCK FREIGHT I-101151t (..)FPICE.; • ra - - - OFFICE NTERIOR ELEv 02j 5 DETAL .7 CFFiCE REFLECTED CEILING FLAN 4 M130 DETAN.15 GARAGE- rouNDATiONI 4 FOOTING 3C E GARAGE - FOUNIDATItN V1SC (DETAIL • GARAGE - FLOOR EZ 2,4 NINE PF..41.15 GARAGE - FRAm,N4fil.N8 :5fc7io14s GARAGE. ELEVAtiON T4J ,1 .. ' ■.' p cm • RREERT 44. ADAMS A r 4 \ DR.7I N DEX PROPOSED 2 STORY OFFICE F.2 OCC:.P TYPE N CONST 349 12.000 S. Ex" EAT OF AS.N ALT PAyEMENT \ 4 7 •- 41 H 13 1.3 3 ia- 3. 10. an 1.0. 419 1 0•65 3 10:44) 3 i6,3, '7- 10- 3 1Q-0 I0-0 3 3- !* SEE 0T. L1'' 00G.AND CONT. E- * 3G'RA0 /74 _ 1- YP. , I CURES E04 FAN ' e VENT SEE E.TAi L A.5PHALT PAVEMENT 75 ?-„ s lSL E w C1 AN S E 0 0_15 c:3 E- 4 RP.t4JR GARAGE OCC4IPAN . I STOpy 73 YPE 17 N •04•9T ,800 F ZONE M-H 2 977 - 31 2977 7 E • 32 297 - - 33 2977 - • 34 25 - - FLITURX EMPLOYEE PARKING Arz3,1-. 85 5500E5 STAIRWAY, P9E4.0 WERIBAIT1.51 .2 - (' FLUE 10 FDai I.71 SEE DET4441._ 711 C .. . •.. ATE NO, TITI GENERAL - BITE PLAN, ,..0ATiCN PLAN, I aLE .. *.-- 3-10-142 2977 - 4 2ENER AL - SCHE0U!..88 t DETAILS TRIJCK DOCK - FOIJNOATiON 4 FLD0P. PLANS l'a.:JCI• ••031E5 3 1•7-.59 FREGNT OUSE - Ftt../NDArON PLAN 3. at" 61)1 - 9'T - M . GENERAL. - UtILITIES pISTfilIBUT■ON 01.014 _ . TRUCK 000.4 4 PREIGNT H a 7,3C... FC3T0.•:: . 1'..aECu.1 3-17- 2'0'77 - 1a4 - 23 . C•FF•CE - PLUMBING_ 63510.6 '1..a.i - ) 05 PLAN Fc.uNIDATION PLAN a GETA• .c.; 3 0-a 2977 - 7. 33 C.APNC-• E: - PLUIMBING . , . 2977 - M • 24 C.P1 -k fl t INTILATIK,G 2 4) 7 7 - NI - 25 C.AR.AGE - -3AT1NG 4 VENT•It..ATiNG covvea orf - kc.t.4i LIGHTING - Poweiz t, Licfrrinto: +9LICE 0 N 0 ., '4 4 r*N14 ‘ 47 ""9 7 ; 4 1W04*7 4 ;14, 72 WI 10:": t 'e s < P4 ". 14-. V • ## 4t*A* ** --4. *440 AO ,1* +1. .00" - - .4 4 * _4.-4P.4.- • .4 46144 414 S4 dP # 4 ' r t;43/44 ti 44 0 e 4 .1 4 11 . w 0 7:471 sax oL0(4 UTURE / . \ '-' 3 CN oDDIT 20" BELOW ' PUSH GRADE PAVETAENT • X3 ''.. TI T- 'i lit : .. i` ' .-- 0 ' . I i 8 1 \ ' riC 24412.10 . 0.)-4 . 4 - y0E . W i e,r 2402I0 f ,R 2:01.152. k SEPARATE PERMIT REQUIRED FOP: o MEGHANicAL 0 ELECTRICAL 0 PLUMBING A. 0 GAS PIPING are BUILDING 013131014 . .s4r0ut 4/ C.: • ET 20 4 MARK. . . L.: Mri TSTEEL , 501) -::-.2 erzomarerv.uwE 4NVE. SOUTP, /. 7 ASPHALT • - - PAVEMENT 4451201J--( • t - ..POL 12/W ra 4444 TYP. PLLiivIBNG GAS 3- 10-69 VEN7 OP'TNING DETAIL. 31/2". 0-C. I 3-10-6, 3-10-69 3- ;0-69 3-10-69 • 4.10-03 3- la :(24 .•• _ . 3-10-69 _• 3-10-69 • • 3-20-84 •- 3- 0-65 6 -lo-fit PROPOSED 1 STORY FREIGHT .10u5E E-2 OCCUPANCY TYPE 3214 COMST 20.000 mer_ES EVSR FE441.".. 181E:4174 43.7 --• - 51514 5c.L)T1-1 METAL ZOOF 62.06232145 Lj 1 METAL ROO. •••/ • F1.ASWI94- TvP;CAL. core6ca DETAIL IVE." . l- -ro 2. 531402430 - CONCRETE 4.6023 457 , *4119 2.0 3 Oc E W. A. .4 a i2" 235 - 5-0 LONG 87 SW COCK KEYED cows: 2 oc*PoN JOINTS - w/ STEEL C.,041T., - 5025 ALTERNATE SAW C_AfTEAct4 L)3-3 E VrtorS(TYP) ASPH.8LT P0f oey 1 DOCK 3 10 '2 0014 37 S' - JOKE SQ 10' SHOWNS Pc..OF I. SEE 14.53 •0143 DArED 10/.WSS FOR MADJ BLDG. 1.0047109. • 00r4S1.L7 61.55 FOP 071-1321 1.00472019 2. 535 cwc. 0-10 raz 07502140 1<5111111 3. 9/W L1-2I35 530524 ADE 421.00X 1 MATE 02.12111 ARE SliS.ACT 702145 24075 or 6ccuR.,478 SURVE 4. D4TU61 FOR ANY 035035 5140W14 174 (1 1J . 4 E cf .7. 1 E 00 0 •41 . 4.1 7 7:y m D 1. 3. 4 4gg ' 5 1 15%5 1( 1 1k i 2 7 C 0 C'' G ' 1 '' , ' 4 , 0 ' ;.:./ ) • M f 30 572j3 51,1. 95175 WAT 612 71D ,.47 040 3 64 7 44411-J9 STRAP 034I 4,84,44.48n - -- - j - 1 CA.OD .SITE PLAN • 5403 PU4I.124 t;SCPRSIND. 0206,150E *DOD 02I418 - 006 514 Sk• i IA !' Ex 72N OF ----- 55-1007 PAvrmeNr onCtrustelnd that the an Check approvals are suelect to errors and omIssions and approval of ,I , ni does not author ,oe Naoiation of any ,.opted 5008 Or 030414nc n e 2010,4' of co - 1 rr actor 'SOOpy &approved plans acknowledged. 1 By Dater Panne No. - r G-EN C) RE0vAL 1130 A 2 10 'PERMIT CENTER 1 L.). kVikk 1. 1. • ' 1.ye.sit z O • a asAM 4.1 , • ) PQC,ECT :74 ) " • " -4 ` - 04,4140,11 LOCATION PLAN No SCALE 11/ ((t ..9APe , vilP4'16 163- Dor,. 4444444-17- 00 1 Tadiv.Sysnmns f lIZ C t1A I,...1\11/7 CONSULTANTS 1450-114th Avenue, SE BELLEVUE, WA 98004 (425) 451-8303 PACIFIC DIVISION SOUTH SEATTLE YARD IMPROVEMENT SITE MAP & REMOVAL AREA LIMITS SEATTLE TO BLACK RIVER SUB-DIVISION MP 8.2 DESIGNED 80 J.MCCULLOCH FILE DATE CHECKED WO J.D.CHEEK DRAWN 872 JACCULLOCH 502-9800700 5/2)198 SHEET NO. THE BRLINGTON NORIIIERN SAM FE RAILWAY CONTANY • STIEET_IOF 102 0 - 0 -02tq Arrn.,'■ 4100013A. ADAMS ',CIA 01 .44 lam ei 44° fri 1 46:ti TYP TYP. I • To L3. R.E tijDVE 0 3 .3 Arx ComOn• 23 6 .. 3' .3' D ;--TOP 00 L- ZA:- 3" c•--TOP T UCK POW...1 DAT OKI LA NOrE =0v.Z Fool koa 5IZIE • QIE:AlF. 4 Pi LASTSAZ =_0IN4P. SEE DING.A-4 LEGEND REfflovALL Th..A0# 4, ky■_11-r0- #4 - cSto *# it 4 44 I 1 •410 ;.*Vtiv+.•t• - • + 4i* 6 mir • r 4$ kV. li ki40 • - 4rv4r,& ( 0+444 ■ii■Nolditoo 64004 4 tq>. - $040- w#404 0 . • 4004 tilin■: tee 16 °.4 t!k4 ‘ 441kAl e 44-41.1 • • u r•'■ • r. • R A ■ Aw/01. V rti - A, * r A ' • IV . . Now . Ofirialagit reir14, 411. ?Al or 4 1 AtetW. I 4444i, t#1 1 WA, " *4 rett ' Ott.; 14 2 . 1, or"4■•• 4 00 At , A +s, r 8 # 4 ** A V ' 6 1 AT - ••••• - A ° m4 . 40' # 40 ■ 4 . ' 7 rl As 4. le 00.4 1" S■ AN oNoFTL po‹ FLOOR , • " ' . .-:.; NAAR:. r9eat) STRUCTU PAL NOT cOPE5 4 SPECIFICATION.* A. GENERAL THE KING COUNTY BUILDING CODE, LATEST EDITION (Tyoe 131N CONSTRUCT ION, GROUP *44 OCCUPANCY) • B. SPECIFICATIONS FOR NORTHERN !II4ACWIIC RAILWAY' FREIGHT HOUSE AND TeAbraiPoirr. FACti ) rIE5. ..; DESIGN CIITERIAt .4. DESIGN LOADS I. E. 4 5. KEY PLAN 11 , 0 ' • Irt i STEEL14491 • •, • • USINO q J *V STEEL. '`'• L'','• • r' t /4 ReAtaBOBA4 BreucrureAL sTeet, C:7:4:h1:13CTrit "I CONISCV- , 4 ., ,, ,,1 ' • f 10: LiktIrED s .:014ST JOIHTI ROT 4 -,:..,, 0 * ' 1 1 ril isirri-t ASA/S $ AB - 5101644 • B CONC PE r E , I. CONCRETE STRENOT - MINIMUM 9000 PSI AT u AffTER poRfatS. , ' e, REINF NG ORCI STEC. i M ASTM AG SRAM 4 V. 0 . FABRIC SHALL CONFORM' , a CONCRETE SLAAS ON •,' AND GARAGE kiERE4M , , PLAC7.0 IM A CHEcRIERWRAPEES' Al. EACH SECTION To M. SWAIM E5'APART. TWO ADJACEWT BACKfILL ----- TIA4 , 6Y-4* OF i?,." P L A E R A A S T T 1 1) 1)4 DA 7 A miNimum CONCRETE Rem PROTECTION SHALL BE FOOTINGS - WALLS EXPOSED • ,1 . 0 SUSPENDED SLA6 - t' We If WALLS b ).) , ? tA S LAB ON GRADE-v MOLTS I LOCATION OE ALIC14014 ssotmp■ hypr SHOWN, CONSULT COMPOWELIT MENi - DEAD LOAD -AS REQUIOCO WINO Loam -so PSif 5Et5A4 MAO. f WAD L€14.0 e=a101 AVE. 301. BEA RING - 14: Pe*:. - LIVR , LOAD . • b. DOCK AREAS HOUSE FLOOR,' e. OFFICE -i00 e EQui0mERIStr, AMIE A ; 1:%. : • GAIRAO1r. HaQ-516 f. TRAVEL HOIST - g,f • 4101■FORAg.:: iTC)14 ;4 1 at TIE BURLINGTON NORTHERN W SANTA FE RATLWAY CONIANY TeAINISYS7173111S 4 14501141h Avenue, SE ...-QTF.CD/ZAnC:WV/SW, BELLEVUE, WA 98004 (425) 451-8303 C ONSULT AN PACIFIC DIVISION SOUTH SEATTLE YARD IMPROVEMENT T REMOVAL SEATTLE TO BLACK RIVER SUB-DIVISION MP 8•2 DESIGNED BY JJACCULLOCH CHECKED BY J.D.CHEEK DRAWN BY J.MCCULLOCH FILE 502-9800700 DATE 5/21/98 SHEET NO. • t .„ 1 SHEET 2. Of (.. 2917- A - 1, 2 m r- r- 0' (.1 9 w &MT; kTh A539E ;ATM?, Ina. _ (Nen zserapEx h". ; ® - I -ft-i4yR) - I P 1.1 1* • _ - EL. 2 ) ( 1_ 0 " (g ) ) • !I 1 : II • t • 24-0' (TYP TO 3E_ Ci MoVE - (FD CONCRETE A5 Ff vt- ;9 't ""'' 400 . La NIGT1-1 OUNpATION - t-40U5E TOP ;OCT N ELM/ TOP OF COlal-MN PIL4.6TEET Ct112 ELEV. 5-e- !..T4 SS 1/410TIE.O. TOOOT11.t6 5 GS AND 12.fil!QCOILCSMEE.Er_SPOWFJ 01,1 4 L4_ VI 1- (4: 2d-o" ■ 'Ill . ‘4 & A ES EN 'i__ ),■:., *I. , 77 • A- (,22 2 12 (2 ( (b —4- 24'• CONSTRUCTION Jai NTS IN WALLS To. BE SpAC N FURTH** THAN lu (1) - 0 " ' APAEZ #4■4104,44.10%*#064.004.44.? 4 " .. 4, 41( SS 4 4+.44■4el „s 14 v.* ... • OA° 1 VV.°. 1 22 64 l5 '-T41 -«q -4 iA-01r* • - 174 4 4 ,----w -0 .t-,Ar - 4 ;7 8 44 , aat ei !../0 444 3. : , , 46. • 4 ....._ .---08# 44#10 Jt- .44.44 41 0# 4 0004. 4 *** .44.40+0.4trAN . tv 11■4 c IA** 4, +++ 04 ,i, ■ igftp . 0 . . 4t# °* * 4°' .4* 4 I I I I i '' ,..,,, ; i v 0 14 01 4 I ita t.s, 4.444 too Ot xi ., tity eeti+ 0 :, ' 1 , 4 „ ap t i 1 4 8 1 i P P 4 I* .4 V4 W0 -4 4 ■ 3: 44 4** 4 * ' 40 i : , 4 0.4 4■•4•440P% 4o+.10,40140.4,1"-41•"*P# 4 k 4 :4 04 • 4 : 4 AL 4 - 44+41.( ' -"Al I A f p 4 IV: 4$1:1 0 41 1)4,61#11, r tilt All I ■ 1 A. A 1 "P _ -4I■- AM E' • '9 1 g 0 „,„ LE. CrSNO R RtvlOv 9; SI" OUTSIDE COgNE-9. 11-7 5SCrI17T-1 114/ 1 WO. -00 TILE BURLINGTON NORTHERN SANTA FE RAILWAY COMPANY • C:12POIZA77C:).1\liti CONSULTANT DESIGNED BY AMCCULLOCH DRAWN BY J.MCCULLOCH FILE !Go DATE CHECKED BY J.D.CHEEK 502 5/21)98 1450-1141h Avenue, SE BELLEVUE, WA 98004 (425) 451-8303 ACI IC flIVI,:)10 SOUTH SEATTLE YARD IMPROVEMENT FREIGHT HOUSE REMOVAL SEATTLE TO BLACK RIVER- SUB MP 8.2 SHEET NO, 1 1 I SHEET 3 OF 5 SHEETS 14A1Z:10 , I 96 0.7 ,,y 2. 4 5 CONT. G9.3+ CONT /I •0.4" ITRUCX a'2'•O O.0 DOCK ONLY) t E L. 50'. 104q L.5.5.4 CON T. / %2Q s) 0.4' STUDS e 2L0 ". 0.C. K6 GLECT, DWG r00 OUTLET LOCATIONS F1 N:G•RA OS 0 * 10 TIE BAR saa SECT. CURS 4 PILASTER >@ FRE;G. :.OUSE ONLY. EEL. 31' -6" y2 �ZEMO.. �EJ IOINT FI_LE2 C -C.e 0.)T ' -10U55 ONLY, RECESS 'i FOR CALKING • TOP PC BLAB, 6L. •;42! 5'5.4 .. O O.0 o* m.�w NOTEt tarps E IN ANEW of 1 ,/ ►sA L 4-1145- IZE1•4oYkL ONLY ii' 4 '401 2' AT - TQuC DOCK ONLY P • * 46' I2"6W FIN15LJGD GRADG 7 -0" 0 -0" CURB BETW C, _ 30OQl OPENI NGS 01,1 -- - ' - _.frl�`- SLOP Cy ' e 'PIArtioielk - -1.11 -4 *04.-. ---S.:1■400(67-44.4_ 4,' NO.* 4411,4 T • / L. 25'.2" `�� P 1- FO 4. 41, r 1' •6" DOWtL9 Y 24 - 2"5 CONT.- r TOP D c - 5 EL '27 . 9 ' 7 2 j 2K JCC.G EL 26-2 F20IGLT upu5e SECTION 'T SECTION 34 -0' S ECTlON- MA:-..441•T'( WALL 4 •-:-I CY:ENCD T L2%OZ 9 ` 9 • CCNT. 0 12 T O l 0 " ?w 4'-C TYP1 6' 5 -A2, 4 - CON'. 00R. CPIJ65 ONLY SECTION 4 l -0' 4 5 CONT. CONT. STU 05 •I ^4 0 12" RUCK .45124 `601"2" AL'TE6M. TE AT FRG7 UII'• 6 4 ®12 AT t - FTRUCK[ • TOP OC 91.A5 EL. VAR 65 At \I C'- .'Irk ` ',����� �. �... j, eAn6 �►.►4 wr 4-.w u '6" PREMOL JOINT FILLE. RECESS '2" FOR CALKING (TYR,) NOTE; RE MOVE IN AREA of 13uELDINF RE"1P' L ONLY .A4 @Ie" :1- ' 606 - r ' WIVE B COAIT r %'f +s "AD 6 4 1'•4 "ac (TYR) PROJECT 2." VEel /.' L0CAT107.1 r gq '18" 5C2 t VERIFY) SECTION 13 EL. 3r -6'! AT FQEIGMT HOUSE.ONLV f0 C 15.3 ADJACENT TO OR BETWEEN DOCK 'BOARDS (TVA) PROM DE CLC• =F'' .`-URF AT -" PUT3■0E CORNEQS- 'TYPICAL) FINISHED DOCK) AZAD6 -� HOUSE) -'10 CONT.' TO OPp08l.r WALL AT EACH INTEQIOm. DEBT 0 - N p � OT° : REMOVE IN AAE/I OF BUILDIN G REMOVAL ONL`( NOTE: ALL 410 TIE BARS TO' BE CLEANED OF 604T, DIRT AND L005E SLALE. PR:ME.R PPINTEU WITH TG PRIMECOAT AND SPIRAL( WRAPPED WITH TAPECOAT 20 OR APPCDUEG EaOAL • 0128 AT - C.26T. 445 . O)J Y -5 CL 5A56 AT FRGT HSE. c".'- -CUTS E1NG_6 � � � Q � ►���� A it ; - » - rs t�70��`re 4 4P4+ e **4 .1. ∎ 1�m� ♦4 ��► � ` � ,�F��Ij��i� � ►' �1� � jam :.: SECTON - 1tt)...r; 1 <r. Lr HOUSE PC)N.' • SEC 1 lON 34 ". I' -o° - 3 COL. BASE AT TRUCK DOCK rt`2.-.r e Nd - W.W• Mesh wv{i /-I.., IR41'aI Fh W PFa h•vs• innb .0.51'44 fLtaM SA A 10 - 4.9 Ft,to/s cad 44 PM ''5 SIR e...."4 I. AO .1 ••■140s4 ..I•■■ 1s" eider B W.. • 5 - s'2 ...' awl -. -r Ly" _ )4,Id4k pT ee L+ fyr �crl:1 1 6.8 t5 . Lc L - -EN A4 OVAL 4 1G: ;Ohrr. TO OPPOSITE TO '§EE 5f4T1041 3.'k FOR ROTE saCTION is 5 1l'0 'F... A. DOTING 50 -IEDUL wamsommeopsemseseGeGvx C.0P'INC 5'22 2GINLOLICING 1S* 4.( :2 TIE8 4Y6 s3 Ce,2 TI ES 11.4'6, 42 - 55 6 4 :4 `(Q; 38 2 4-T7,"3 a 12"; 29 4 9 t WAY 25.7 7 5 TOP aARaL[L 2 WAIL 0 q 8 AC< WAY 5 6A4j- WAY iw� - 1 4 • . T1 A L 'AL ' I "6 PPR� -_E TO JJ44 a .4 ..� ._= 5s2 , WAY w REOEWEO cmoFTUKwIu ION • 2 199) PERMIT CENTER h�A Z.I0, 969 Ii - q EAC -i WAY . \I /SECTION: 44; I- COW M h,1 0948. ND. REIN CO0.C!NG 2 ' 6 ^DEN4' -•0 WAL` 4¢6,4'30'.2 T05 • P)RA 8 - 'O WA.- 4-5,2 A•5 8.5 4.5 A -5 •• A - 3 '40T = __ - Con, - NC 25INF•RG'5N8E•4" 18 PLACED •N TI 0= FOO'14J98 UN ,P.5$ NOTE0 ..� n••w. Jt v DESIGNED BY J.M000LLOCH CHECKED BY JA.CHEEK DRAWN 81+ lMCCULLOCH O0 FILE 502-9800700 THE BURLINGTON NORTHERN SANTA FE RAILWAY COMPANY GY2PC,12A770"/ C O N S U L T A N T S 1450-1141h Avenue, SE BELLEVUE, WA 98004 (425) 451 -8303 PACIFIC DIVISION SOUTH SEATTLE YARD IMPROVEMENT FOOTING, FOUNDATION & MISC. DETAILS SEATTLE TO BLACK RIVER SUB - DIVISION MP 8.2 DATE 5/21/98 SHEET NO. LE A -2 SHEET '1 OF S SHEETS 29 7? ,------, .._..... j*.w....: 107.1 --4-- ,: i riv E j ..o ..1 .4 4- .. 2 l• i l 4. .--/-1 * • , 1 . ! 1 ....==.:.......1 ',.... • is irr3G 1 E 1\4 .......,..— 1 r ..._.....„. i . * ii L OUP .00 1 r - k 6 Vti! 114e 108SRI, A ' 0,-1.61$ AJ.4. C< K. CR.0:3S . r.g i ttg ' FV 4 Or17.5 CrYP -- 1 J • • .- SECTI0•\.1 / 3J0' ocv - 5/N CT 91 FiNS gt.Ev Ooos 3;4° 4 ASZS sTfZehlG-TH ipOltrar ex,oLuveo ,wr.ria WI-7A hint 391 er..>L15.4.-4ritQNSTPIQS. t1.3 RA 0J'-34 MTN AMC, raeconwis DATIONA.: cot MC, sr EEL. ATTACNNOENTS SEE S/-IT A- 6. - ROop PANELS 4 PURLIN5 sr BLDG. MANIVF i-OUSE RIDGE L 6 GS tv 0 REm OVAL -w (&ALV. • P4' $T :STL PIPE (1614-6- • ARTER RAS) o R B. AFTER FAI5) 1 LipLE mSTAL Pawitt.. ,.PPS 4PiPE SRA: RI) TO PLANI6E --IS; PIPE PLANIGE 80T0 Rp610 FRA)AE BEV' Wi 3/6'6.6. COM kiE CT OH TO FREIGHT HOUSE sro sTL PIPE (GALY. A4 TER PAS.) -- 1\L 0 , Q. LADDEI2 DETAIL '5 ONE SIDE OR 30 AS SHO ON PL. A ri PL. A■1 OC JA14e7 , ,_., - • I , 1 ; Nrazioe WHEN • TO ASm-1.,•Lr E o xT jA iklogywEN. . . H": - i - H ..,04,0 C ENT A erm L '1;1 : ro CONCRETE 3 2- 7 .6-- 1 ...'. SECT: Cf .! TYP COOP GUARD DE: T,L. I L_ 3/4 .. j .. 0 . 15 72 E; ST: STL 0 11-E :Z EC .401 , -ER C:41 r// CLASS 5 CONCRETE Corno-J 4 eAl • V4 4151AL WALL PANEL frIeRXPAN, ooLT s W/ 4° kn eS OM E -P108 WELDED ro 50. PLATE 4 A NC HOWE ID W; 2 - 49, E:x PAN BOLT S 3/3 4" E ME ED. A 0/ 110Btlit ALIAN atur • COI-IC CURS , TYPICAL • \ c-D 1 ,,4e arTOROALA • , PERMITCENTER J 9e 0.A. 5.105 ov C 0roNErs7 1 '4K0. 1 F. 'HEAD JAM El HANGERS ATTACHED t TO ROOF PURL/N5 -- • , v MATLN ROOF SLOPE CI 12) --- - - HEADER GIRT SY C.DMPONENT MANUF- 5- 0 " I Q:',1 N13". •STAI. LiNTSL TRIM KEY PLAQ r • voc.) THE BRLINGTON NORTHERN SAITA FE RAILWAY COMPANY 7 Cc CONSULT ANTS 1450-114:th Avenue, SE BELLEVUE, WA 98004 (4251 451-8303 PACIFIC DIVISION SOUTH SEATTLE YARD IMPROVEMENT MISCELLANEOUS REMOVAL DETAILS SEATTLE TO BLACK RIVER SUB-DIVISION MP 8.2 DESIGNED Er J.MCCULLOCH FILE DATE CHECKED 13 JACHEEK DRAWN BY: JACCULLOCH 502 5/2I/98 SWEET NO. PILL. W/ GROUT TO CURB 9160411 reowtt. smootH L sse cL w/ Va EXPAN. SOLTS C OR APPROVED EQUAL SY - COMPCNENT mANUFACTURER METAL CORNER BATTEN CVERHEAD DOOR DETAILS SHEET 5— OF I SHEETS 10 I 29 ;4 : 1 (51.) '-01 mom. wior limespa.,,Am Aw ■Irds f,•■•••••■IPA• _ v 1 r " . 7101Www.• - - AII■417 . UTTER FASLIA ithi,intsu' totarA PL AN El„gyAr 25 - i I •• ,,,,DOA ---- 2 _ v 9r 13 4 Fen 7 — - 13 RI sE.NS Q° 12 TkftADS E=. il Set DerAlL 4 s*..44 IL=3" PLATE 41. 'N/ We RAN. srn To 3E. a.e.kio\IE-b. FREIGH DUSE CROSS SE 'S. 1 ION t'D \ • 9 • ./5 SQ. 'L8E RAILING / 2 /8 .1" 644 D'• 1177 9 5 t. p E TA ILS P %%T V - - HA 55455 F WD SCPEwS • .4• yr 5,61: 44- ■-?. — sp rue;s RosEirr A. ADAIS ,HE AD -2.5 BARS 44 EXP.;SOLTS: wog IS RI4TD - 44 .4 IOP JAm• I'?.EL1tE • TA1 C.M VVA1.1. 9CF IVs S9. wet-- t" SQ. - wee-- --1vg 541 TL:Be -ANORAILS / PPOviDe 9L9SVIS • vopt 209T OELK ALL..AROUNO OP& —MEADE* 'Lock Afi JA*163$ SILL • - 0103108 ROOM - OFFICE STAIR RAILING/ IS' - 0" 1200C .ANELS DURLINS By ,-„,.7..•x"4810 ashs CANOPY EXTENSION SY MANVP. 91040 4fIzAmE -. .7c44sgr v.4408. EL. 3V-Ge • )).1 L91&EN t av PLATE 3'114 ATTACHLAA1116112 el' 4 .6. .4 '63 040 ri TAIL 1.1111111.4almal "...ORM tt.crEFIN WA1.L. 5/13::cc4egeo 91Lc010 PLATS TAcKwew T - F9AMING - 543: B (2 r-s' • -WELO ENO SHUT 4TYP.) • e U WAILS SON,J seAm "5 OcoRilEAQ I NEAR ,=LL,r C .4 2 • • ‘.• t• ' s; - L , c rs 1 .1 :44 U I • , - OPE9A - rw.s 2 q.cA. rOog CHAIN PACK I SECTION F18ER12LAS5 WoLL. , NSULA`.C41 .4 0) -0" BOTH •WA 4-•44 VW's/AU:NT AL uvrr rum r •, - 4 • 301' 4051444 BOLTS 06. by/ 5^ E015605E44T &ROOT CP'• J CELLS FULL - 11DR94,8V0 51/20 4 -,x1:1, 0.7::orruNE:,,,:: POINT allgo Cele WAN deA801 UFO mmd.Rmo ANGLE DOC•P. CUIDES • ST'L. ROLL r ix t 00012 :14 8C IIS 551A5044944 SECT 01 ('P1-rs\ - 71EERGLASS ROC. INS ROCIF PANELS _ENVIE 6 SAP • 4 4201.1810 D.J44L. . AND F161.. W ree R.SRSLARS GATT tk.ISL,.. 0 A. • e.•• nONCP.ETE SL.443 C;;/...ICRETE e2544 UNIT WALL 40 'j 1, 4. 6 8 =9)010 FRAME AT EX:rEPIOR WALL AT ROOF' !' 5EPA*ATIOK1 WALL DF.TAILS ! /2" .1-0" DETAIL 1 THE BITILINGTON NORTHERN SANTA FE RAILWAY COMPANY TaisivStisrEms CHECKED Eno 4.5.CHEEK • DRAWN En. 41ACCULLOCH 4". ye .5.21.C.HOR HOOKS @ Cr 0.0 'ROOF PURLW To CONTINUE. TAAL! WALL. 9 4-51.1.1. WALL - x AL. A" 44 2. grx geA 7" CHECKERED PL 94008 ATE - 9 C /3 4 502 5 /2 1 / 8 8 • MC* iLlICNILA 944 4-0 JUL 15 1598 1450-1144h Avenue, SE BELLEvUE, WA 98004 (425) 451-8303 CONSULTANTS PACIFIC DIVISION SOUTH SEATTLE YARD IMPROVEMENT MISCELLENEOUS DETAILS SEATTLE TO BLACK RIVER SUB-DIVISION MP 8.2 0E54GNE0 Eir J.MOCULLOCH FiLE DATE SHEET NO SIIEET 7- OF 4-- SHEETS ,21911.:ximenci,two5454J4.v.4tawastwe1 -r 4, ,,,,,...,,(3!, J - • _ .4'. (.3' . I ' • , ' I ! , FLOOKI PLATE ---, 1 . ' __1 \-.-1-..--1 • - , 1 (51.) '-01 mom. wior limespa.,,Am Aw ■Irds f,•■•••••■IPA• _ v 1 r " . 7101Www.• - - AII■417 . UTTER FASLIA ithi,intsu' totarA PL AN El„gyAr 25 - i I •• ,,,,DOA ---- 2 _ v 9r 13 4 Fen 7 — - 13 RI sE.NS Q° 12 TkftADS E=. il Set DerAlL 4 s*..44 IL=3" PLATE 41. 'N/ We RAN. srn To 3E. a.e.kio\IE-b. FREIGH DUSE CROSS SE 'S. 1 ION t'D \ • 9 • ./5 SQ. 'L8E RAILING / 2 /8 .1" 644 D'• 1177 9 5 t. p E TA ILS P %%T V - - HA 55455 F WD SCPEwS • .4• yr 5,61: 44- ■-?. — sp rue;s RosEirr A. ADAIS ,HE AD -2.5 BARS 44 EXP.;SOLTS: wog IS RI4TD - 44 .4 IOP JAm• I'?.EL1tE • TA1 C.M VVA1.1. 9CF IVs S9. wet-- t" SQ. - wee-- --1vg 541 TL:Be -ANORAILS / PPOviDe 9L9SVIS • vopt 209T OELK ALL..AROUNO OP& —MEADE* 'Lock Afi JA*163$ SILL • - 0103108 ROOM - OFFICE STAIR RAILING/ IS' - 0" 1200C .ANELS DURLINS By ,-„,.7..•x"4810 ashs CANOPY EXTENSION SY MANVP. 91040 4fIzAmE -. .7c44sgr v.4408. EL. 3V-Ge • )).1 L91&EN t av PLATE 3'114 ATTACHLAA1116112 el' 4 .6. .4 '63 040 ri TAIL 1.1111111.4almal "...ORM tt.crEFIN WA1.L. 5/13::cc4egeo 91Lc010 PLATS TAcKwew T - F9AMING - 543: B (2 r-s' • -WELO ENO SHUT 4TYP.) • e U WAILS SON,J seAm "5 OcoRilEAQ I NEAR ,=LL,r C .4 2 • • ‘.• t• ' s; - L , c rs 1 .1 :44 U I • , - OPE9A - rw.s 2 q.cA. rOog CHAIN PACK I SECTION F18ER12LAS5 WoLL. , NSULA`.C41 .4 0) -0" BOTH •WA 4-•44 VW's/AU:NT AL uvrr rum r •, - 4 • 301' 4051444 BOLTS 06. by/ 5^ E015605E44T &ROOT CP'• J CELLS FULL - 11DR94,8V0 51/20 4 -,x1:1, 0.7::orruNE:,,,:: POINT allgo Cele WAN deA801 UFO mmd.Rmo ANGLE DOC•P. CUIDES • ST'L. ROLL r ix t 00012 :14 8C IIS 551A5044944 SECT 01 ('P1-rs\ - 71EERGLASS ROC. INS ROCIF PANELS _ENVIE 6 SAP • 4 4201.1810 D.J44L. . AND F161.. W ree R.SRSLARS GATT tk.ISL,.. 0 A. • e.•• nONCP.ETE SL.443 C;;/...ICRETE e2544 UNIT WALL 40 'j 1, 4. 6 8 =9)010 FRAME AT EX:rEPIOR WALL AT ROOF' !' 5EPA*ATIOK1 WALL DF.TAILS ! /2" .1-0" DETAIL 1 THE BITILINGTON NORTHERN SANTA FE RAILWAY COMPANY TaisivStisrEms CHECKED Eno 4.5.CHEEK • DRAWN En. 41ACCULLOCH 4". ye .5.21.C.HOR HOOKS @ Cr 0.0 'ROOF PURLW To CONTINUE. TAAL! WALL. 9 4-51.1.1. WALL - x AL. A" 44 2. grx geA 7" CHECKERED PL 94008 ATE - 9 C /3 4 502 5 /2 1 / 8 8 • MC* iLlICNILA 944 4-0 JUL 15 1598 1450-1144h Avenue, SE BELLEvUE, WA 98004 (425) 451-8303 CONSULTANTS PACIFIC DIVISION SOUTH SEATTLE YARD IMPROVEMENT MISCELLENEOUS DETAILS SEATTLE TO BLACK RIVER SUB-DIVISION MP 8.2 0E54GNE0 Eir J.MOCULLOCH FiLE DATE SHEET NO SIIEET 7- OF 4-- SHEETS ,21911.:ximenci,two5454J4.v.4tawastwe1 • 'IL 1 RO MEDAL CLEAR . PLATT CHASS cRIE10 !YAM/AMMO I PlIS I NB MEW IL,411LIPM "el Ira I FS , a111 21411% WAIT/ MIMI Mar ‘ IP* lo ■Aqi■ "LA. 4 At.4 till I tan i.alita Mt, ge Ok,14.3 I I 1, kr41 011 NtmcITEL.OP- It; 0;k4oft ' - - jrr *43111 .917 EIONEWNIITE MILFAL OTEfr) TYR - .01.9.ITE *WS- EMS SWAINISH GOLD OR EQUAL (VERIFY) TYR / • 3 -ADJ LON,ER 11 I ' WEAT1■ER -, G1-11 . i; . ;ALUM snsH LTV , - TAL riALL. MNWL5 COLIC AIL �K &RAVE Arencf; ICE- ( c 17,0F V ENT ,, _A.T0112 NO ZT I--; ELEVATION (3 _ ( 9 --,--' A rA,N /41 LI IPM I IpAl I I I LW.111 I I WW1 I PAI I S. f i ...' , Tili iii I I I I MI rill TIMM I IW.4 aril I h., 4 L .T 6..1 Iti. IPA lord er# 1 I 11 I ifiaLW 2 L TAi 11r. i WA I a PA . All 1/, . 46,y,4• 011.05iiitar 0:^ R. 0 rm.- Nara:1W ,..: P I N i kl .,1 ■ ' Adi 41 4$1 4 11 t 1141 ' A 1 i I ll;. , d # 11? " 'er IP" PL"A" .7 : '9.1.4 41rai ' ' V' '. 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OP PA LS C>PSI4 BAYS ----- TRUCK DC:xi-L.' • EAST E: E VAT ION ACSA - 11 -- -S.EL. 1 1 - 02"Er9 POST .-SET soevt ; „... 1---- METAL ROC1 PANELS WEST E yAT 1N1 GONG TRUCK. • 491"41 CWE F4$. ciOn* 4T FRE.&-rHOL.I5E. - - /" - 10 C15.2 De FROM C (1) TO H. •00,D UPPER CANOPY LINE ... STAIR-% TO BE R EMOVED D at.4 - R. 4.x.souit AP, 642'" Wu IN.' ,ligk■ 64 "‘" . RkeP CTVI P S;) sipk: stAtIR ...,1244NOF'Y @ CAS.1 N1/2. A B. Zei 1-1K 1 'Ot" FRO.L. S00LT AS IRMO G, I : ..,-. +aria, Vilelp*WirigiMame . .e. teN fOl 1 -M 52STeritert#VMA ... ikik 1 reit .. tt 1 r WA I lb 3 ■IK VP' Ifr"." v " MP' 'ir liur 4,r -.■ ■ vs , ili■ , As '■,....4 .41 10 11 A" ' 4 4 v 400 q , LS. e j .-• 14.1..10,4, A_ Alk, A &W4IrA_ izolonfozankmar VolMallataligar vilo at N Maw AM a row AMIN lo - E — EXTRUDED AL iJ+.01 W/CORAIEWE EXP. COVER . GAP-, 1:T mETAL 6. ;1.1.5,"11.• .42 FFF L9-L - 7 CI !A 7 \ CA'°51.R-SIPURE C. , _T 6 C8.2 • \ 1 ' • • 0 LOG-ENC, O M.. AIL A. Ilk 4 ■•••••••••*••■•••••■••ANAPIAW .• • .• , • . . 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Lb_ - --I CALK METAL FLASSIN4 . 114 24 011. 0.1E14L OrCK - , • - CLOSURE woes THE BIILINGTON NORTHERN SAISTA FE RALWAY COMPANY Ta4rvaesmins CD/2F'01?"77•01V CONSULTANTS 1450-1141h Avenue, SE BELLEVUE, WA 98004 1425) 451-8303 PACIFIC DIVISION SOUTH SEATTLE YARD IMPROVEMENT MISC. FREIGHT HOUSE REMOVAL DETAILS SEATTLE TO BLACK RIVER SUB-DIVISION MP 8.2 DESIGNED Em JAICCULLOCH FILE CHECKED 80: J.D.CHEEK DRAWN BY: JACCULLOCH 502-9800700 DATE 5/21098 SHEET NO. SHEET P OF 1 S SHEETS :-•. . ,51 9U r E'k ..L.•.... . V TOI , , • , i:L -- EL.:EC ALU.A3 i•JIA ' i, ( ..6 • \ .,i. , o 1.- A1.1 EQUAL - 1'.. ' EF` . ..''''ATE r -f ,''. i ,....,„...i.....- 1 .-'' e-AA.,•:•-• A•••-•.,.e.:.:1 -,,,....: ANAL E ;CE.1D W/Va. - r • - DF C A - T • !E.. 7 7 . 4 Iw 4 9. 2 " '7 -A. 10 13 7' A 14 2;77•:.r _ .. 2 ?77• ' A- .._ ,. M19 Al 3F;Ir 12 • c oFG. 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I. 4.444 4 COMMUNICA,TcON TRA.AK r 9 0. } r, 15 �� 3 693 64 ENT OF ASPHALT DAVEM:1 T w `O/�Ip V I ,- .A_LEP TOW AVQ. SOUTP 3. 10 -147 277- 3 2977- I17, -41 ZONE M -H 2077 -M - 207`7 -M- 22 23477 -M -23 2077 24 . 201' M - 2.4 CUSTOMER PARK! NG e0 <_'oACES Cam \�[` LL '.2 ASPHALT - -...\ V p ¢ PAVEMENT h �� -.!:J ISLAND - SEE OWG A -15 `cLaa .. __.�.._ 380POSEO I STORY REPAIR GARAGE E-4.00C4PANCY. P-.COEC. TYPE 32 N MF :51. + 3 800 S. F FUTURES E.MPLOYEE PARKING AREA e5 SPACES PROP05EC 2 STORY OFFICE F - 0063-'AN- TYPE $nl CONS.' 12.000 SF. SEE DETAIL4PP 12'. 22" OPG.AND TYP- I, CURS FOR FAN - /�\ A 'DENT - SEE ETA4L cry p.1 FUTURE STAIRWAY r/ -- -- - - - fir / I N DEX • 1 047E NU TITLE� 8 • , ;E:NEE844 - 52HEDU2465 t 067A11.5 GENERAL - !J tlLl'T'IE5 DISTRIBUTION 0 LAN OFF C PLUMBING_ GAl2 0c... PLUMBING C-F7- F • HEATING 4 VENTILATING GARAGE - - EATI 4 VENTILATING 2977 L' • 31 OFF .CE POWER 2977 - - 32 0 24;0IJTIgG 2977 - -E - 33 FRFIG 1 HCLI SE LIGHTING _ 2977-E - 32 GARAGE - POWER t LIGWTING 273 -E. -3s / 7424241 TOOK- U0l- 41 PLAN ..i .r.w 151.. 0p4. `::R FLUE 1.0 i 1 ! .:4. FO= _ (7) SEE DETAIL v 574' 24843 N e T. EZ y_, AP201J- 3 CO4OU12 20 BELOW F GRADE • ASPHALT - - PAVEMENT 1 3-10-69 3.10 -69 3 IO -69_ 3.10 -69 3.10 -63 3.10.6-'. 3.40-69 3.40-69 3.10 -l3� 3-10-89 3.10. 4 PEOP0550 1 STORY FREIGHT HO!.15E 7-2 OCCUPANCY TYPE II N CCNST. 20.000 S.>. EGG OF TE- OR E Y= .r5 IOR NAt 'AS1 PAVEMENT PULES ICN ET.: EA& :+,•I G.26i IJ.+t. -- • T _ 1 ._ 1 Mar C.0 T• WJ■F 24,1210 ��[ =t E2U4:. A mt/"!` P-�- a P.a. R/w 4tf -� METAL 8002 FLASHING- -- METAL. 5002 FLASHING- 6- - ' INST•w.e_ 4EWEWO WALL - tetra.- N16, RAWLC L ° 4 5° �ZONE 52 osc P4TRPNQUIrFC �4sE fk� pow 450 ilee F xi= �V1-N.V.- \1;` \Xs"_ :" ,•. fSiASPUALTCAIiiirE KV(ser i � . :. - dtl' _, OFk - .... �_[... 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CITY OF. :E ke.1,TT - -F: 6A-rum Is 6.05' 4130 ✓E K144-5 COON 1 "'II M. 3. AO(SR65St 12!4.0 61 PL. 4w40 SEATTLE , WL1. 981783 WATERTIGHT :AP FLASHING * 31:441 42.01_9._4 - N30766448' ,10 :4 • ---• ROOF PURt.04 1 ASPHALT PAVEME44T EUr ST08.5 Do. P- m P5O4ECT 51 T LOCATION • PLAN NO SCALE • C O N S U L T A N T 5 �� • I Arek THE BURLINGTON NORTHERN ;pi/ v� 5 , 40 SANTA FE RAILWAY COMPANY 5505)955 CT'OFNKWILA : 4114 1 2 1998 PERM1TCENTr T 7 'viS .4, 1450 -114th Avenue, SE //F ��il BELLEVUE, WA 98004 CQF2P0/?A770N 4425) 451 -8303 PACIFIC DIVISION SOUTH SEATTLE YARD IMPROVEMENT ASPHALT CONCRETE PAVEMENT AREA SEATTLE TO BLACK RIVER SUB- DIVISION MP 8.2 DESIGNED 84 J.M000LLOCH FILE CHECKED BY J.D.CHEEK DRAWN BT J.M000LLOCH DATE 502 - 9800700 5/21/98 SHEET N0. SHEET _1_ OF 14)'- SHEETS M :AIU 1 -ore0 '10100 se win lllPln s�;l ^, r` -.. ^„ -' 3•.11 Aq uopaadsu: Nag of loelgns - lenmdde luenbasgns pal s6up,`,mp pas:n02 10 ur,n Sal e allnbe, 81m pue eDue110a:8 Mini elee 61111 s6ulmelp 060'4 0 . . 10 suopalep'suo!BPPV la4.6,cap 041 4 -J 06:sep ey{ 10 Aoenbo, ,_ lot ;aoueulplo l0 sp1C°'- _one lc... _we lou op yoi,; .., Lo ..e 610 rJ Si aaueldaooV 1 1 3 )'J 2J:fO C y.0.4 ao.,0W10949oa Jo!'luou Llignd Aq pamelnal Ueaq 04104 a,.e;■■ asa4J $ E S tfErT" 12 10' Doily ST p/ - 4" PE RF CONC PIPE SEATTLE POLICE DEPT RIFLE ti SHOTGUN RANGE dSP � } - - - - .. C.8. .` M TkiNS. ' 8. = T . ems - - __ 1 — f � - a - -- - -- • " _ Y CoxHKrm ro lJ:' Q _- _ ggyy _ _ _ - -- —_ - CB 1 t 27 IZ, C.MP. G CB. -�_ -- ODOL S'k!P 4, — C MP -- / L.B. --d - • CS SPHAL P/ 7V:h4i its 8.81- 3o ° cIAP 11101111 7. ao Abk - ASPN CURB / 'A I IC DIVISION SOUTH SEATTLE YARD IMPROVEMENT EMBANKMENT AREA & EXISTING DRAINAGE SEATTLE TO BLACK RIVER SUB - DIVISION MP 8.2 DESIGNED BY: J.M000LLOCH CHECKED BY. JD CHEEK DRAWN BY: JACCULLOCH 502 9800700 0/21/98 TIE BURLINGTON NORTHERN SANTA FE RAILWAY COMPANY T 1450 -114th Avenue, SE CQ4P0V7.4770N A BELLEVUE, WA 98004 14251 451 -8303 "'MA OPTUKWI O N S U L T A N T S J 2 SHEET 1J OF _L- SHEETS 31 1 M.8 •3,� CHECKE AtLCrnrowN AY <+,. THE BLRLINGTON NORTHER `,,' SANTA F �� E ���� R ++ AILWAY COMPAI OE81DN yv,�YYK7 1450-1141h Avenu9, SE DRAWN BE (425) , 1- 98004 GGY ?POl?A770N 1425) 451 -8303 C O N$ U L T A N T 5 PACIFIC DIVISION SOUTH SEATTLE YARD IMPROVEMENT EXISTING DRAINAGE SEATTLE TO BLACK RIVER SUB - DIVISION MP 8.2 DESIGNED BY J.U000LLOCH FILE DATE SHEET N0. CHECKED 8Y: JO.CHEEK DRAWN BY J.M000LLOCH 502 - 9800700 5/2088 n� t1r3'� 5 SHEET II OF I. ' --- �'�_� 1- ---y- - . - . - c _ _ • _ . � 1 / • ° z 3 DOLLY 9TRIY �CB. i c 'B' I cs o 1 C45 Ici, L31 - , - ro ' DO[[Y -STGIF ° I xo I L B SPHALI —J IF 1p. C.B IB_94 ic. to I C ASPHALT I SCALE 1' =200' ALi ENTOWN °/e%oc-se Loc r4 ' IOtI OF PRO POSE A) tfl3I r ENT 'SEE Aet #rC K114 S WEETs ( 2.) 219 EX /ST /NG C$ '8 ND. [to -9hQ SCALE'1 "..100` REVISION, DATE DESIGN? tD Dal CHECKEI FE. DATE j These plans have been reviewed by the Public nrks Department for conformance with.current . C °.y standards. Acceptance is subject to errors :d omissions which do net authorize viol ..'s of suopted standards or ordinances. The rcr:c :C!ity for the adequacy of the design rests tstal:y the designer. Additions, deletions or revieiens to these drawings after this date will void this acceptance and will require a resubmillal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. 13913-0219 Date: I Io / y ii'8 -D219 so THE BL NORTHERN SANTA FE RAILWAY COMPANY sr is C O N S L) LT AN T S 1450 -114th Avenue, SE 8E !425)14518303004 PACIFIC DIVISION SOUTH SEATTLE YARD IMPROVEMENT MODIFY EXISTING CATCH BASIN & EXISTING DRAINAGE SEATTLE TO BLACK RIVER SUB- DIVISION MP 5.2 DESIGNED 80. J MCCULLOCH FILE DATE SHEET NO., ,CNECKED 8Y: J.D.CHEEK DRAWN 13Y+ J.M000LLOCH 502 arsysa sT e pee E0 X90 oN AUG G 5 1998 FHkiit°a ft, .. NEOSIVE0 ORYOPTUKWltA AIM 2 i,J91I PERMIT CENTER NO. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, LOCATION, REMARKS, ETC. DESIGN STRENGTH 1. CONCRETE: STRUCTURAL WELDING HIGH — STRENGTH BOLTING 3/16 ALL CAST —IN —PLACE CONCRETE AS IDENTIFIED IN STRUCTURAL DRAWINGS. f = 3,000 psi U.O.N. 1/4 SEC. 1701.5.1, SEC. 1905.6. = 4,000 psi FLOOR 5/16 EXCEPT SLABS ON GRADE (WHERE SO IDENTIFIED) AND MISCELLANEOUS SLABS SITE WORK CONCRETE (WHERE NOTED AS NOT REQUIRING SPECIAL SLUMP INSPECTIONS.) MAKE AND TEST SPECIMENS AS REQUIRED BY SEC. 1905.6. AIR CONTENT TEST SLUMP AND AIR CONTENT FOR EACH TRUCKLOAD. CHECK BATCH TICKETS FOR APPROVED MIX. OBSERVE HANDLING AND PLACEMENT, SEC 1905.9 & 10. REVIEW CURING METHODS USED. 2 BOLTS INSTALLED IN CONCRETE: MATERIAL: A -307 A. FOR CAST —IN —PLACE BOLTS, OBSERVE SIZE, EMBEDDED LENGTH AND ANCHOR: STD HEADS ANCHOR, MATERIAL AND CORRECT PLACEMENT. OR 90• BENDS. 4. REINFORCING STEEL: A. OBSERVE ALL PLACING OF REINFORCING STEEL FOR STRUCTURAL CONCRETE REQUIRING SPECIAL INSPECTION. NOTE CORRECT SIZE AND GRADE, BENDING AND PLACEMENT. OBSERVE BLOCKING IN PLACE AND TYING TO PREVENT SHIFTING DURING CONCRETE PLACEMENT. (NOTE: THIS MAY BE PERIODIC INSPECTION IN ACCORDANCE WITH U.B.C. SEC 1701.6.2 AND SEC 1701.5.4). 5. STRUCTURAL WELDING: A. WELDING STRUCTURAL STEEL AND CONNECTIONS: PROVIDE CONTINUOUS ELECTRODES E60XX SPECIAL INSPECTION FOR ALL WELDING WITH EXCEPTIONS NOTED IN OR E7OXX U.B.C. SEC 1701.5.5.1. B. REINFORCING STEEL PROVIDE CONTINUOUS SPECIAL INSPECTION EXCEPT AS NOTED IN U.B.C. SEC 1701.5.5.3. A -325N 6. HIGH — STRENGTH BOLTING: EXCEPT A -325 SC W NOTED ON PROVIDE PERIODIC INSPECTION. U.B.C. SEC 1701.6 AND CFIP 22 DIV II . DRAWINGS. DRAWINGS. MATERIAL THICKNESS OF THICKER PART JOINED (INCHES) SUMMARY OF SPECIAL INSPECTION 1 2 4 CONCRETE BOLTS INSTALLED IN CONCRETE REINFORCING STEEL 5 6 STRUCTURAL WELDING HIGH — STRENGTH BOLTING MATERIAL THICKNESS OF THICKER PART JOINED (INCHES) MINIMUM SIZE OF FILLET WELD (INCHES) TO 1/4 INCLUSIVE 1/8 OVER 1/4 TO 1/2 3/16 OVER 1/2 TO 3/4 1/4 OVER 3/4 5/16 DESIGN CRITERIA A. B. DESIGN CODE: UNIFORM BUILDING CODE 1997 DESIGN LOADS: ROOF DEAD LOAD = 4 PSF LIVE LOAD = 20 PSF (UNIFORM — REDUCIBLE) GENERAL NOTES A. CONCRETE AND REINFORCING: 1. CONCRETE MIXES: A. FOUNDATION AND RETAINING WALLS: CLASS 30 B. FLOOR SLABS AND SLABS ON GRADE: CLASS 40 1 2. REINFORCEMENT: A. B. C. ASTM STANDARD A615, GRADE 60. ALL REBAR TO BE WELDED: ASTM STD. A706 GRADE 60. LAP SPLICE CONTINUOUS REINFORCEMENT AS SHOWN BELOW: #4 -- LAP 12" #5 -- LAP 18" #6 -- LAP 30" #7 -- LAP 36" #8 -- LAP 48" 3. CONCRETE COVER FOR REINFORCING: A. CONCRETE CAST AGAINST EARTH: 3 ". B. FINISHED OR FORMED CONCRETE SURFACES AGAINST EARTH OR EXPOSED TO WEATHER: 2 ". B. STRUCTURAL STEEL 1. DOUBLE ANGLE SHAPES (2L): ASTM STD. A36. 2. STEEL PLATES (PL): ASTM STD. A36. 3. MACHINE BOLTS FOR STRUCTURAL STEEL: ASTM A307 GRADE A OR B HIGH — STRENGTH BOLTS FOR STRUCTURAL STEEL: ASTM STD. A325. WHERE BOLTS ARE NOTED AS "SLIP- CRITICAL" OR AS A325 —SC, PROVIDE DIRECT TENSION INDICATORS. SUBMIT INFORMATION ON DIRECT TENSION INDICATORS FOR APPROVAL. 4. PROVIDE FABRICATOR'S STANDARD PRIMER FINISH WITH COLOR MATCHING EXISTING ELEMENTS FOR ALL ASSEMBLIES. 5. WELDING: AWS D1.1, ELECTRODES E60XX OR E70XX. A. MINIMUM SIZE OF FILLET WELD: C. SOIL FILL 1. REUSE FILL FROM DEMOLISHED STRUCTURE. COMPACT TO ASTM D1557, 95% COMPACTION. MATERIAL INDICATIONS SYMBOLS F: \50298007 \CD \S -0 CONCRETE STEEL STEEL (SMALL SCALE, TYP.) ASPHALT EXISTING MATERIALS (SCREENED) NEW MATERIALS (SOLID) FOOTINGS OR THICKENED SLAB REINFORCING STEEL (ELEVATION) (SECTION) SOIL (AT CONCRETE, OR FREE SURFACE) User: Ed Castillo, VZM Corporation 05 -29 -98 07:00:00 XRef Files: ABBREVIATIONS (E) (N) A.B. A.C. ADJ. A.F.F. AGG. ALT. APPROX. ARCH. BLDG. BLK. BLKG. BM. BOT. BRG. B.U.R. C C.B.C. C.I.P. C.J. CL. CLG. CLR. C.M.U. COL. CONC. CONN. CONSTR. CONT. C.P. CTR. (CTR'D) DBL. DET. OF —L DIA. DIM. do DWG.(s) EA. E.F. E.J. EL. ELEV.(s). EMBED. ENGR. EQ. E.S. E.W. EXP. FDN. F.O.C. F.O.S. F.O.W. F.S. FT. FTG. GA. G.L.B. HORI Z. H.D.G. H.S.B. HT. INT. JT. LF. LG. LOC. 8 -Oz iq And Angle At Centerline Diameter or Round Existing New Pound or Number Square Foot Anchor Bolt Asphalt Concrete Adjacent Above Finish Floor Aggregate Alternate Approximate Architectural Building Block Blocking Beam Bottom Bearing Built —Up Roofing Channel Calif. Bldg. Code (C.C.R. Title 24 Pt 2) Cast —in —Place Construction Joint Closs Ceiling Cleor Concrete Masonry Unit Column Concrete Connection Construction Continuous Complete Penetration Center (Centered) Penny Double Detail Douglas Fir —Larch Diameter Dimension Ditto Drawing(s) Each Each Face Expansion Joint Elevation Elevation (s) Embedment Engineer Equal Each Side Each woy Expansion Foundation Face of Concrete /Face of Curb Face of Studs Face of Wall Far Side Foot Footing Gauge Glued— Laminated Beam Horizontally) Hot Dipped Galvanized High Strength Bolt (ASTM A325) Height Interior /Intermediate Joint Lineal Feet Long Location MAS. MATL. MAX. M.B. MFR. MIN. MT N.I.C. NO. N.S. O.C. OPP. PCF PL. PLYWD. PSF PSI P.V.C. REINF. REQ'D. RWD. SECT. SHIT. S.I. SIM. S.O.G. SPEC. SQ. ST STAGG. STD. STIFF. SYM. T & B T & G THD. THK. T.N. T.O.C. T.O.F. T.O.P.C. T.O.S. T.O.W. TRANS. TS TYP. U.O.N. Unless Otherwise Noted V.I.F. W W/ W/0 WP. WT WT. W.W.F. (E) OFFICE AREA (E) WAREHOUSE Masonry Material Maximum Machine Bolt (ASTM A307) Manufacture(r) Minimum Structural Tee (from M shapes) Not in Contract Number Near Side On Center Opposite /Opposite Hand Pounds Per Cubic Foot Plate Plywood Pounds Per Square Foot Pounds Per Square Inch Polyvinyl Chloride (Pipe) Reinforce,—d,—ing,—ment Required Redwood Section Sheet Special Inspection (C.B.C. Chap 17) Similar Slab on Grade Specification (s) Square Structural Tee (from S Shape) Staggered Standard Stiffener Symmetrical Top at Bottom Tongue & Groove Threaded Thick Toenail Top of Concrete Top of Framing Top of Pile Cap Top of Steel /Top of Slab Top of Wall Transverse Structural Tube Typical Verify In Field Wide Flange Shape With Without Workpoint Structural Tee (from W Shape) Weight Welded Wire Fabric T® T O (E) FIRE EXIT ®000 O SPECIAL INSPECTION PROGRAM (U.B.C.CHAPTER 17) THE OWNER OR THE ENGINEER OR ARCHITECT OF RECORD ACTING AS THE OWNER'S AGENT ALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS AS OUTLINED BELOW. THE CONTRACTOR IS RESPONSIBLE FOR COMMUNICATING HIS SCHEDULE TO THE SPECIAL INSPECTOR(S) AND MAKING ALL THE WORK AVAILABLE AS REQUIRED FOR SAMPLING, TESTING AND INSPECTION. ALL SPECIAL INSPECTORS SHALL BE FAMILIAR WITH U.B.C. CHAP. 17 AND SHALL SUBMIT ALL REPORTS REQUIRED BY THAT CHAPTER OR THIS PROGRAM. A. THE CONSTRUCTION INSPECTIONS LISTED ABOVE ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY SECTION 108 OF THE U.B.C. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. B. SPECIAL INSPECTORS SHALL PERFORM ALL TESTS AND INSPECTIONS LISTED IN U.B.C. CHAPTER 17 AND, BY EXTENSION, IN PERTINENT CHAPTERS AND STANDARDS OF THE U.B.C. PERTINENT U.B.C. PARAGRAPHS ARE NOTED FOR CONVENIENCE, BUT OTHERS MAY APPLY. C. CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. D. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE BUILDING OFFICIAL TO PERFORM THE TYPES OF INSPECTION SPECIFIED. E. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. 15 16 17 18 19 OT 22 23 m 0 TO BE DEMOLISHED SEE DEMOLITION PLAN (N) FIRE EXIT KEYPLAN N.T.S. NOTE: RELOCATE TWO (0) OVERHEAD DOORS, FRAME, JAMB, FLASHING, AND HARDWARE FROM EAST WALL BETWEEN LINES 16 & 17 AND 20 & 21 TO BETWEEN LINES O & O AND O & (D . RECEIVED NORTH g1VOF1UKVd6A ;tUR 1 7 7�t9ii BNSF -SOUTH SEATTLE YARD IMPROVEMENT KEY PLAN AND STRUCTURAL NOTES S -O \ Ta wv9rs �� Vickerman • Zachary • Miller Planning • Architecture • Engineering 180 Grand Aveue. Suite 400 Oakland California 9462-3741 phone 510 fax 510 REVISIONS / ISSUES PERMIT SUBMITTAL V29/98 OBIE aY BY ay BY l I ex., "es (p 2 W7 ALL DRANINGS AND INFORMATION HEREIN CONSTTUTE THE ORIGINAL UNPUBLISHED WORK OF THE ENGINEER ARCHITECT ANO SAID WORK SHALL NOT B DUPLICATED OR USED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER / ARCHITECT. ©COPYRIGHT. VZM A DIVISION OF TRANSYSTEMS CORPORATON, ALL RIGHTS RESERVED. FILE: F: \50298007 \CD \S - 0 SCALE: DESIGNED BY: DRAWN BY: CHECKED 8Y: APPROVED 80: DATE: AS NOTED DJL STAFF 5/29/98 PROJECT NO.: 502- 98007.0 ( SHEET N0. / REV. N0� SHEET 15 Of 1 f SHEETS J TYP. OF 4 1/8" = 1' -0" L3x3x1 / 4 W/ 1/2 "0 x 0' -4' STUDS ® 2' -0" 0.C. 1 :A:v 74. 74fit,rnigrniiIS CONST. JOINT / AS RECD. (0) #3 ® 12 "0.C. EACH WAY SPLICED 'W/ 0.C. (E) SLAB REINF. #4 ® 12" 0.C.— CON T. #4 ® 8" 0.C. 3" CLR. SECTION DETAIL 1/2" = 1' -0" CONST. JOINT AS RECD. PARTIAL FOUNDATION PLAN FINISH GRADE ELEV. +0' -0" MATCH (E) T.O.S. P980219 NOTE: PRIOR TO POUR OF SLAB, BRACE WALL AGAINST ROTATION AS NECESSARY ELEV. —6' -0" MATCH (E) TOP OF FTG. W. P 1-1/2" 2 -1/2" RETROFIT DETAIL 1 1/2" = 1' -0" 5/16 5/16 W.P. CONNECTION AT WEB 8' -0 NORTH (E) ROOF PURLINS 5/16 1 /2" 5/16 PL 3/8 "x4 GUSSET TYPICAL, U.O.N. NOTE: ALL BRACING SHALL BE CENTERED ON COLUMNS. RETROFIT DETAIL 1 1/2" = 1' -0" SLOPE 1r 8 2 -3/4 "0 A -325 SC BOLTS TC —U4a MAY BE USED AS ALTERNATE, 1 1/2" = 1' -0" RETROFIT DETAIL EXTEND RAMP TO MEET FINISHED GRADE 1 3/4 "0 A -325 SC BOLT 2L- 3x3x1/4 TYP. AT ALL BRACE TO (E) FRAME EAVE, U.O.N. TYP. AT GROSSING U.O.N. TYP. AT ALL BRACE TO (E) FRAME BASE, U.O.N. NOTE: USE LARGER GUSSET AND SPLICE BOTH DIRECTIONS, THUS, IF DESIRED FOR EASE OF INSTALLATION. X- BRACING ELEVATION 1/4" = 1' - 0" RELOCATED GIRT COLUMN DETAIL 1 1/2" = 1' -0" ±24' -0" VERIFY IN FIELD (E) FRAME --(E) FRAME FINISH FLOOR 1 1 8 FM a I 2 — #5 BARS io RELOCATED GIRT COLUMN & BASE PLATE (N) 2 -7/8 "0916 "A.B. FOUNDATION DETAIL 1 1/2" = 1' -0" • RELOCATED WALL PANEL SLAB REINFORCEMENT PER NIP 11 EuD 3 " CLR ,U` 1 5 599 RECEIVED CRYOFTUKWM PERMIT 061435' J BNSF -SOUTH SEATTLE YARD IMPROVEMENT FOUNDATION & FRAMING PLAN S -1 FA50298007 \CD \S - User: Ed Castillo, VZM Corporation a mnnOD a Vickerman • Zachary • Miller Planning • Architecture • Engineering 180 land Avenue. Suite 400 Oakland Celllanie 94612 -3741 p688e 510-835-2761 fax 510'8359839 I REVISIONS / ISSUES " PERMIT SUBMITTAL Np DATE 5/29/98 DATE 6/10/98 DATE DATE BY BY MOVED X — BRACE IN WEST WALL BY BY APP•D Ex=I8ES tp• 2T 49 ALL 096/9905 AND INFORMATION HEREIN CONSTITUTE THE ORIGINAL UNPUBLISHED WORK OF THE ENGINEER ARCHITECT AND SAID WORK SHALL NOT B DUPLICATED OR USED WITHOUT THE WRITTEN CONSENT OF THE ENGINEER / ARCHITECT. e COPYRIGHT, VZM A DIVISION OF TRANSYSTEMS CORPORATION, ALL RIGHTS RESERVED. FILE: F. \50298007 \CD \S -1 SCALE: DESIGNED BY: DRAWN BY: CHECKED BY APPROVED BY: DATE: AS NOTED DJL STAFF 6/10/98 `PROJECT NO.: 502- 98007.0 SHEET NO. REV. N0. SHE 14 nF ISSWEECS Q �(N) REINSTALL SALVAGED GIRTS AS REQUIRED TO SUPPORT DOOR !P S M TO (E)�E) GIRT, REINSTALL DOOR awl Ill REINSTALL SALVAGED JAMB, HEAD, FLASHING. AND CAP AT ROLL -UP OM R (E) SALVAGED FROM EASTWALL BETWEEN ®9 AND G REINSTALL O(5) PURLIN ANGLE S WALL DETAIL 3/4" = 1' -0" REINSTALL (E) PANEL, REPLACE DAMAGED PANELS OR FLASHING AS REQ. WHERE OCCURS, LAP TOP PANEL OVER BOTTOM PANEL 4" MIN. AT HORIZONTAL JOINTS REINSTALL (E) GIRT REMOVE (E) INSULATION AT EXPOSED EXTERIOR LOCATION REINSTALL (E) BLOCKING I _ (N) Se'-0" W x 12' - 0" H ROLL -UP DOOR, CLOPAY #162 OR EQUAL (800) 526 -4301 FIRST FLOOR PLAN pci 1/8" = 1' -0" CUT OFF PURLIN, REINSTALL (5) END CAP AND ROOF FLASFIIN iq 1 1/2" = 1 -0" BNSF -SOUTH SEATTLE YARD IMPROVEMENT F: \50298007 \CD \S -2 User: Ed Castillo, VZM Corporation 05 -12 -98 07:00:00 XRef Files: NOTE: SEE DETAIL WALL DETAIL (8) GUARDRAIL SIM. NORTH FOR STRUCTURAL INFORMATION ELEVATION 1/4" = 1 REINSTALL (5) BOTTOM TRACK REINSTALL (E) FLASHING (N) CURB 3' -6" 1 -1/4" 0 GALV. PIPE STAIR RAIL ELEVATION 1 / 2 ". 1 , -0 " ROVIDE WARNING STRIPES W/ CONTRASTING COLOR 2" TO 4" WIDE, PLACE STRIPES NO MORE THAN 1" AWAY FROM FRONT EDGE OF TREADS, TYP. 2 " -10" #3 0#41c60" O.. NT. C. TYP 1 RISER 1 1/2" CLLR. T1P. TYP. PROVIDE 12" 0 CONC. PIER AT POST 0 12" DEEP (E) FOOTING + /- 13" -0" +/ 7' 0" n 7 EQ. 0 7" MAX. EA. TOP OF HANDRAIL GUARDRAIL INTERMEDIATE RAILS 1 -1/2" TYP. EMBEDDED 8" INTO CONC., TYP. GUARDRAIL ELEVATION 1/2" = 1 -0 AP END. GRINn SMOOTH BOLLARD 3/4" = 1' -0 " �V 3/16' 6" 0 STANDARD PIPE PAINTED YELLOW 3/16" Llk 12" x 12" x 1/2" . PLATE BOLT TO FLOOR ry .V t1t 44IABEDMEITfat8 A aRAY •airr - nrn yr P II S JUN 1 21998 PERMIT CENTER ARCHITECTURAL DETAILS S -2 coaAOZ..TA7v Vickerman • Zachary • Miller Plamirg • A/MiI8083e • Engineering 180 Gard Averu6. Suite 400 Oakland Celitonie 94612 -3741 Mme 510.8352761 fax 510.835.9839 REVISIONS / ISSUES xnQ 5/29/98 PERMIT SUBMITTAL DA DA BY BY 0000 APP D. IDAre l I AAP, .✓ 0 IWined (p. 2 3 99 W WORK THE I HEREIN ORK DP THE G TECT NOT WORK SHALL NOT B DUPLICATED OR ` NSYS O 5 R CORP ARON, ALL RIGHTS RE RVE DEila 0816: R TED RAVIN BY:+ HECKEft APPROVED BY DATE: 05 - 29 - 95 PROJECT NO.: 502- 98007.0 \ SHEET N0. REV, No) J SHEET y� OF SIIEETS 1 ) RECEIVED CITY OF TU(WILA AUG 1 7 1998 bet-02r REVISION Na �- • PERMIT CENTER