Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit 6945 - Seagull USA - Retaining Wall
.5. SP6L4LL_ (it A, BP U+-1-5 UILDINc. PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) �A- -1 CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION BUILDING PERMIT.:FEE PLAN CHECK FEE; BU.ILDING.SURCHARGE< R AMOUNT RCPT# DATE. :: PLAN CHECK NO.: SITE ADDRESS 4411 S Ryan W SUITE �t VALUE OF g44��gg''bb1���TL�ION - $ 77T1-83Q- PROJECT NAME /TENANT y y ASSESSOR�ACCO�UNT it Q� Seagull U.S.A. 032304 -9034 TYPE OF Q New Building U Addition U Tenant Improvement (commercial) U Demolition (building) Li Grading/Fill WORK: Q Rack Storage ❑ Reroof O Remodel (residential) fg Other: New Retaining Wall DESCRIBE WORK TO BE DONE: Construct new concrete retaining wall along west property line. 540.50 • .4 6.642/. - 07 -:91 67'41Q PR PER •WNER Seagull U.S.A., Inc. PH NE 723 -7770 ADDRESS 4411 South Ryan Way /1101, Tukwila, WA ZIP 98178 CONTRACTOR Steve Gula (Owner) PHONE 723 -7770 ADDRESS P.O. Box 78604, Tukwila, WA ZIP 98178 WA. ST. CONTRACTOR'S LICENSE # N/A EXP.DATE N/A ARCHITECT Dodd Pacific Engineering PHONE 682 -1500 ADDRESS 820 Minor Avenue North /1200, Seattle, WA ZJP 98109 CODE. .CO. - .LIANCE USE. 4 FLOOR SQUARE FEET /OCC. LOAD ........... ...... . .......... ..... 000. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET SQUARE FEET OCC. TOTAL TOTAL LOAD SQUARE FEET OCC.LOAD .................. PE •F •N T.: N/A UB ED TI • (year) 1988 SETBACKS: N- S- E- W- FIRE PROTECTION: ❑Sprinklers Q Detectors ® N/A UTILITY PERMITS REQUIRED? ® Yes O No ough (thrPublic works) ZONING: BAR /LAND USE CONDITIONS? ® Yes ❑ No CONDITIONS (other than those noted on or attached to permit/plans) 1, 1 APPROVED FOR ISSUANCE BY: � :,, ' / BUILDING OFFICIAL DATE: 3_ I hereby certify that I have read and examina l this permit and and ordinances governing is work will be complied wit does not presume to •i - .uthority to '• - e or can constructiA or t . • or . • - : • wo . I am S NATU w/iri� PRIN ME: /‘. / /Z This permit sha • - • e null 'and vo/d if tl issuance or if the work is suspended or a now the same to be true and correct. All provisions of lave ether specified herein or not. The granting of this permit e provisions of any other state or local laws regulating orized to sign for and obtain this building permit. DATE: CERTIFICATE OF OCCUPANCY NO. COMPANY: e work rs not cornrrtenced wit in 180 days from t e date of andaned'for a period :of 1 80 days from the last inspection DATE ISSUED: -onzavvr • BUILAIFVerPERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division CI RiGTf ILA 1931 P MIT CENT VVVV VVV{IIVVII{VI VVYIY •4{I V, I VI {IIIIN P Ill VV I V V (206) 431 -3670 ogsoniPTION AMOUNT RCPT $ RATE :- BUILDING PERMIT FEE REOFI ...0ET PLAN CHECK I (7 5 NUMBER ' PLAN CHECK FEE BUILDING SURCHARGE OTHER: ?� • 'APPLICA•TION .MUST- BE :.. FiLLED OUT COMP( -ETBL Y ' .' : TOTAL - P1- t Ml r ( • SITE ADDRESS SUITE # 4411 S. RYAN WAY #101 VALUE OF CONSTRUCTION - $ $ 67,000.00 PROJECT NAME/TENANT SEAGULL USA, INC. ASSESSOR ACCOUNT # TYPE OF U New Building • Addition • Tenant Improvement (commercial), U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: ____*___INEIETALIKra=11111 DESCRIBE WORK TO ELEEPRYS OF RETAINING WALL STRUCTURES ALONG THE WES' SIDE OF PROPERTYLOCATED AT 4411 S. RYAN WAY, ADJACENT TO MART :: BUILDING USE (office, warehouse, etc.) KING JR.WAY SOUTH. * NEW RETAINING WALL * NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ic1 No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: 125' LIN WILL THERE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER SEAGULL i - , ` . PHONE -- s ADDRESS 4411 S. RYAN WAY if 101 TUKWILA, WA. IZIP 98178 CONTRACTOR STEVE GULA * OWNER * (PHONE 723 -7770 ( W ADDRESS P.O. BOX 78604 TUKWILA, WA. IZIP 9Ul /U WA. ST. CONTRACTOR'S LICENSE # * OWNER * EXP. 9 • ARCHITECTDODD PACIFIC ENGINEERING *HOFMEISTEJ'HONE 682 -1500 (W ADDRESS )20 MINOR AVE. N $ 1 , J • , ^ :� ZIP ' I 0 ' I HEREBY:CERTI?�T -; _.: 1.. AND EXAMINED THIS AP .:•A1ION AND KNOW THE SAMEjTO S!: r: Ix•1� _�,, HORIZED :TO AP.ELY- 0 IS PERMIT: ;,..>-„', TRUE AN � CO ;� I�:S►'..i:�.'u1�:1'�- �;: ..... ;;. BUILDING O'�`' R OR AUTHORI : D aaijk.Alranllr GULA DATE JANUARY 7 , 19 I IT 'T 'A E PR LSIDE T PHONE723 -7770 (W. t AGENADDRESS SE •f NC. CITY /ZIP CONTACT 'ERSON IIIM - e PHONE 723 -7770 W APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to 1111 out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal reyuirer wets. Application and plane must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3870 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit Is Issued within 180 days following the date of appiication shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended moro than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES tIVED KWILA 7 1992 'ENTER L * LUTHER EAL FT 2 ('UBM!TTAL CHECKL "T COMMERCIAL.--- •� ---� NEW COMMERCIAL BUILDINGS/ADDIT10N9..: D Completed building perk application (one for each structure) ElAssessor Account Number TVro sets (2) of the following Spociioadona . Q' Structural calculations stamped by a Washington Stale licensed :' englnear.: [] Soh report stamped by a Washington State Named engleer ETopographical survey Q Energy calculations stamped by • Watkiglon Stara Uoptt • • engineer or architect ❑ logd description Work)ng drawings, stamped by a Washington Santa Iiceit architect, Which tndude Sits plan • Architectural drawigs Structural dr+nvings • Mechanlcel drawings • • • drawings COMMERCIAL% TENANT IMPROVEMENTS QC ;sled bulking perk appErxdon (ono for each structure or 0 Assessor Account Number ':. Two (2) iota of construction plans, which include 0 Site plan' • Location of tenant space ••' • Existing and proposed parking Ovara$ building plan • Tenant location ,; . • Use of adIscent (common wait) tenant Ovorrli dmensions of bulidtng or square footage Floor Plsnn d proposed tenant apses •.•annin spans plan whin use of oath room ■ Exit doors, sgross pattams • New wells, oxiating Walt and.Wali to be.danoll. Cons* Qllon details • Cross ssukns showi g wall ooniu i don and method,0 .. • idmohment lot Aoor suhd calling, struo4lni os(ouhidonsstasnpsd by a Washington Smte loonier/ ;• gkneer may be required If structural work Is to be done (2 oats)", RACK STORAGE Completed bulling permit application Assessor Aoonwnt Number Twa (2) sots of plans, wtdch induce ❑ Building floor pion showing • Entiro space whore ratio wil ba.bc ! Exit door ; • Dknenalonsol all, Aisles;.: Tanan{spaa floor plan stowing refit stomp+ tayout;,idsiss. exits NOTE. Include dimensions of racks (helghf, width rrd length),: irlalss . >ind exit waya on plan. n Struowral calculations stamped by a Washington State Noansed engineer (rack storsge 8' and oVar) RESIDENTIAL NEW 81NGLEFAMILY DWEL1JN08IADLNT10N9 ;': 0 Camplobd *wiring peril appbcatlon (One for each structural Lagd dwaipden ❑ Assessor. Account Number Two sets (2) of.worWng drawings, which knduds She plan (Gin plan, show clossstlrydrimb sMCit : • Foundation plan : : . inciuda sows to basin, srwrwNg Floor plan wideraodlsrgdrolama./ • Roof plan • Buldng elevations (all News) Building cross socdon . Structural framing plans .: • LI Washington State Energy Code data Completed utility permit application 81x (A) sits of sloe plans <fhowlrg 141 11114{ NOTE:. Bulking site plan and utility she plan may bw oombiued: Sae toddy permit application and checklist Rx specific avtaniltal.requlrenwnts.; Addtional topographical and sells kdormaton may be required If unique: NOTE N any uskt' wodc la p be cone, submit separate udkypsrmit .: J4 Gomplotad bunting permit appMCadon (ono for each structure) ❑ Assessor Aa cunt Number •D. Nanadvo dssorib�irg existin roof, maoorlal being removed, and r-� d being InstsNed. NOTE, A ovrtfbarion letter In required prior ro final in3poct on and sign- :: of1of the permit, :: • ANTENNAIBATELLITE DISHES Completed bullring penN4apPlic6don Q Assessor Account Number Two (2) sets of plans, which ,khckxie Q8i1e Plan (showing boiling and iooadan of antonna/satrNNo dish) DagJle inntonnaltrtWlIite dish and method of ettaahmont 8auctural csiculatons`stampod by a Washington State Yansed(' engineer may be required RESIDENTIAL REMODELS Completed bullring permit application (oft .for each structure Assessor Account Number •i Two (2) sets of woddng dra M gs, which include: she conditions. • + Site mo Foundation plan Floor plan • • Roof plan • Building sbvations(all views) Building cross - section •' • Structural frarming plan NOTE: Many achy work is be doneprosiole utility permit application and plans must be submittal REROOFB. 0 Completed buUdng permit apptieadon (one for each stricture). Asia +ear A000unt Number' ❑ Narrative desaibino exiling roof, material being removed, and material being Installed, NOTE: A certification letter is required prior to final lnspecdon and sign off of the permit CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIh PERMIT APPLICATION PLAN CHECK NUMBER APPLICATION MUST BE FILLED OUT COMPLETELY DESCRIPTION BUILDING PERMIT FEE. PLAN CHECK FEE BUILDING:SURCHARGE OTHER: :AMOUNT:: RCPT: #:. DATE SITE ADDRESS SUITE # /1'1 I I 5. RYAN) V4/ ( VALUE OF CONSTRUCTION - $ • /oo) cYx). °'' PROJECT NAME/TENANT S L___ U. 5. ASSESSOR ACCOUNT # Q 014— "105 �`� (commercial) Demol tion (building) © Other: NEW co*•c• RMINNINCD wain TYPE OF New Building Addition ❑ Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: GctJSTRuCCT Nom.) C 7tJUZt.T+G tzETAIN1NCo WAIL Al c4JC' WEST PRAP L U)t BUILDING USE (office, warehouse, etc.) EXIST (31.311- c7IN)CC 15 OFF-IC;L/ WARe..1cu NATURE OF BUSINESS: AVIATDN Rzoa -13 WILL THERE BE A CHANGE IN USE? L8 No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: WA, Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: PROPERTY OWNERR... A. PHONE 723-1 -lco avt. GuLP./ s�°.cmu1. -� us. ADDRESS F?p t j?C - 78b9,f , .,t�. --Tri WA ZIP95 e ) CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE - ARGHITEGT ENNc910tEet. '17c)17D PPC_1 1c- n+..1C 11...Erzlo G PHONE 'E - loci ADDRESS 82c) Mti\XD- Ate_. N. .E. _ A 64,455Ten 5U1-ra OcDo ZIPS 81e239 HERBY CERTIFY 'I H UEAND C:ORRECT,S BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON I*XAMINED THIS A PUOATION 'H'ORI ?ED TO APPLY OR 'i IS. PERM SIGNATURE �- 2 PRINT NAME &.`X'90YJ 3EI -1,1 ADDRESS l :w %I c, cr.)colm kac... SW 1-41,-)oiz AV zoo FRANK i-iOPME I APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE /cj PHONE 6 S _ ),5(X) DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL StAMITTAL CHECKLIST . • • • . ' ' Completed budding permit applicatiOnionefOr each • 0 Assessor Account Number • • .:: • 11vo sets (2).of the following::: E Specifications Structural CalculatiOns„stiarnpad•bikWashingteri..State [1:1: Sella report Stamped by.aWashington.State fl Topographical • E:1 Energy calculations starnped by .e Washington Stalelicen. • engineer or archltoct , • " " ' description Woriting,draivingi,-eternped archltectwhicti • Sii Art:tiftectulan ' • anIcalfcirrawhils • •' • • • Structural drawings tr ng6 Etovatlons vit *raving • :•• • ••••-: • fl inpleted 'Utility: Permit. appllcatlon (one for „ . • • Six (6) sets of NOTE:::: See Utility pennk apPiiCatiOniandiChOCiOst. submittal reqwrelnents RACK •.,..:,Two(2)•tets of pi*ns which Inciude floOrplan •• • Entire space sPacVhrO : racirri .ba • • Ekit, doors Dtmorislons of alt atsies ;•, . ............... . . ...... ..• ...... .......... ..,...,, , .::Tenant apace floor • d and exit ways :On plan Structural calculations stamped :angineer (rack,:storage:8`.arici RESIDENTIAL . • : ....... . • • • !.:C.;•. O MER • • • . . °. • . . 1:. . Existing ' • st. i prop osed : woo1 ...• . .. ..... tenant 0 Ftoor plan 01 proposed tenant u egt*sspattems and .. . . t:ob. o e r n . d e issm detalis ntricta n a;i e n eehdsa . d of StuotW*I Jouiadons stamped by a nsod „t o NO uWllypermlt 14PRO LIJAssessor A�ount Number completed building permit oppifoo. . . . " . . ' .. . ' ... • • ," . . " ' • NEW SINGLE-FAMILY DWELLINGS/ADDITIONS E Completed building permit application (one for each • • .1 Legal description 0 Assessor Account Number • ETwo sets (2) of working drawings, which Include • Site plan •-••• (On plan, sham dosest hydrant lOcatkirt.: • • Foundation plan inckide access to bolting, showing • Floor plan wit h and length ofeccess4::.i.;:;* • Roof plan • Building elevations (ail views) • Building cross-section • Structural framing plans Washington State Energy Code data n Completed utility permit application • Six (6) sets of site plans showing utilities • NOTE: Building site plan and utility site plan may be combined. $ee utility permit application and checklist for specific submittal requirements. ArlcUtional topographical and soils information may be required if unique site conditions. • • ..: : RESIDENTIAL. REMOBELB•:.*::., E Completed building permit application (one for each structure) AsseSior:ACcoUnkNurriber.::: • ti.on • Floor; plan • Bulicing eleVationS views • Building cross-seation::::.:. Roof plan , views) NOTE: If an' ,fr 'utility work Is to be CiOn Pf0 Vide °di* Pe1171. aPPI " and plans must be submittod 'I. REROOFS. . • • ::::: • _ • ::. E Completed building permit application (one for each structure) E Assessor Account Number LiNarrative describing existing roof, material being removed, and material being installed. : NOTE: A certifkation letter is required prior to final inspection and sign- off of the permit. UTILITY F rOJ ECT TRACKING CHECKLIST PLAN CHECK NUMBER q -gas ROUTING SITE ADDRESS 5Qc9O\ VGA �n (),J3 SUITE NO. is • RECEIVED TYPE OF REVIEW •.1 • TO PWD A. •I '• APPROVED _ •_ 1.., REQUESTED COMMENTS 3 "`7-C4 I J i+-E uk- 1 i- 3-77-Q I Fire Loop/Hydrant Flood Zone Control PERMITS REQUIRED IX" PERMITS PERM T NUMBER APPROVED PLAN /LETTER DATE ISSUED Channelization/Stri i�/Signing Curb Cut/Access/Sidewalk Fire Loop/Hydrant Flood Zone Control Grade/Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) Sze: No.: ❑ Deduct ❑ Water Only Water Meter (permanent) size: No.: Water Meter (temporary) seize: No.: Other: Other: CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT CITY OF TUKWiLA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 UTILITY PERM(' APPLICATION PLAN CHECK NUMBER: PROJECT Site Address: 441 ( 5. i r.) WP (> srA•-i1LE., h \ INFORMATION Name of Pro ect: t gcrisd,.r►,. WALL_ roe. Property Owner: MR alines / sr =uu.- u. s, A , Phone No.: 7Z3 --1700 Street 44 VI s. ilyAIJ WW-( City /State /Zip: SEA-ir , 1..3A 98118 Engineer: 13c 1p{7. Pp‹..A cc.. Phone No.: (.082- lScc oci5 Street Address: SW 1.41.,, ,e, Awe. t„). Sv►�(�. Zc>c� Contractor: Street Address: King County Assessor Account Number: CY32 - 4- - q 034 PERMITS • :< ❑ Channelization/Striping /Signing REQUESTED;;:; ❑ Curb Cut/Access/Sidewalk • ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes_ ❑ Flood Zone Control Grade/Fill cubic yards g Hauling &so C-• ❑ Landscape Irrigation ❑ Moving an Oversized Load ❑ Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ Cit /State /Zi.: -r,- A E)109 Phone No.: Cit /State /ZI• El Storm Drain El Street Use ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter/ Exempt: - No.: — Sizes* Deduct ❑ Water Only ❑ O Water Meter / Permanent - No • — Sizes ❑ Water Meter / Temporary: - No.: — Sizes fZ Other: WATER METER DEPOSIT/ REFUND /BILLING MONTHLY SERVICE BILLINGS TO Name: Street ❑ Water Name: Street ❑ Sewer ❑ Metro ❑ Standb Phone No.: City /State /Zip: Phone No.: City /State /Zip: ' DESCRIPTION:OF.: PROJECT:: ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel ❑ Single- Family Residential ❑ Duplex ❑ Triplex ❑ Apartments ❑ Condominiums Other: New g is . R ,a1,4c, LJ�t1.cr " ❑ CommerciaVlndustrial MISCELLANEOUS INFORMATION • ❑ Office ❑ Retail ❑ New Building Square .... ❑ Warehouse ❑ Manufacturin ❑ Church ❑ Hos • ital ❑ School /College /University 1.1rew cLx r rtEm Other: rterAvirpe wko- ❑ RemodeV Additio n Square footage of original building space: 1 4A Square footage of additional building space. King County Assessor's valuation of existing structures: $ Valuation of work to be done: $too coo i HEREBY CERTIFY THAT 1 HAVE READ THIS APPLICATION; AND KNOW ;THE >SAME ;TO'BE 'TiRUE' AND ::CORRECT, Applicant/Authorized Agent �isrnature: ��LP -�� Contact Person (print name)• t-tc MEss Name: GcR,t2cJ 1-1.s E,ui t- Address: sec) ,� rPrint r Zoo Date: 3.1 - Phone: cog z -1So0 .-mom 95I01 Phone: 68E -(Soo Date Application Accepted: -j — C. ) Date Application Expires: g _-j -q 09/18/90 SUBMITTAL CHK'KLIST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction Is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardago, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe-- copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SIF SEWER O Type of pipe - c'�, ete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length o run O - onnection point(s) to public O ication of cleanout(s) and test cis) O . ipe of bedding and backfill math -atpercent compaction O Invert elevations at structures arm , =:nctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill material/percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public • right -of -way and easements O Proposed traffic controUdetour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection points) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system/tie In of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding ano backfill materials /percent compaction WATER METER » TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule i--- After t e Public Wor— ss Department has comp et 1 e r review an t e p ans are approv:.,1 e app ant w 11. a notrf by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. if the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. PLAN CHECK NUMBER ROUTING UTILITY PP'OJECT TRACKING CHECKLIST PROJE NAME '' TYPE OF REVIEW S`( E ADDRESS -� / - /f_c�lGy�- U , L -�/ SUITE NO. i• • .I' RECEIVED TYPE OF REVIEW i ••I- -i TO PWD 'A -E • lit `S APPROVED r• RESIB. REQUESTED COMMENTS Channelization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control )C Grade /Fill J � r kc)of.a.- p0 S `i 3-3-9;-- 5- -11)'la PERMITS REQUIRED liX PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED Channelization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control )C Grade /Fill J � r kc)of.a.- p0 S `i 3-3-9;-- 5- -11)'la X Hauling C ef9Ylc B,, a1 !'ti" 92- e)46-3 3 -3 -T Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) X Storm Drainage p14vc1, --f7 (95c S -3-9 z— 5-'"HQ Water Main Extension (private) Water Main Extension (public) ❑ Deduct Water Meter (exempt) Size: No.: ❑Water Only Water Meter (permanent) Sze: No.: Water Meter (temporary) Size: No.: Other: Other: CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT BUILDINGS PERMIT APPLICATION TRACKING PROJECT NAME 3 ju\\ U5Pr SITE ADDRESS SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be .noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. ® Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FLOOR SQUARE FEET Qcc. LOAD SQUARE FEET LOAD SQUARE FEET OCG. LOAD SQUARE FEgT occ. SQUARE LOAD FEET LOAD TOTAL SQUARE FEET TOTAL OCC LOAD .................. TOTAL DEPARTMENTAL REVIEW "X" In box indicates which departments need to review the project. .:RT.M BUILDING - ,. 7—•G() 3 5 initial review RO UIREM CONSULTANT: Date Sent - Date Approved - FIRE FIRE PROTECTION: j-4/.9 r FIRE DEPT. LETTER DATED: INIT: /4—% jANIIN� _ g PUBLIC WORKS 0 OTHER ZONING: REFERENCE FILE NOS.: Sprinklers Detectors ` ..'7 L- INSPECTOR: 4i ✓ 241 .I. ✓1 % Wit. 1'1 r' � � i! BAR/LAND USE CONDITIONS? MINIMUM SETBACKS: N- 26 .0 gy0.2- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: .7/3 INIT: • WA Yes No 92. INIT: OF STRUCTION: BUILDING - X15 � 3 ( 5- �lZ final review t ` INIT; kfeo Nf REVIEW COMPLETED UBC EDITION (year): PERMIT NO. CONTACTED I - f • cate, • B (Init.) (� -,C.5 DATE READY DATE NOTIFIED 3 _,. --q PERMIT EXPIRES LI T)1 2nd NOTIFICATION BY: (Init. ) AMOUNT OWING r itis . 3RD NOTIFICATION • °.,P rr CYwva&I -bk." owrr.er 1- "1 -Cia BY: Z .t « o r,l- r cln�,l r vIr -i o rl ht:5 Lin R 1U CITY OX, TUKWILA q 0%5 PRE - APPLIC A r1ON PROCESS MEETING ATTENDANCE RECORD MEETING DATE.»...:...._....,. TIME CHECKLIST MAILED TO CONTACT PERSON (date, Community Development STAFF PRESENT El Building (433 -1851) Fire (575 -4407) Planning (433 -1849) Darren Wilson/Asst. Planner Public Works (433 -0179) Phil Fraser /SR Engineer 0 Parks & Rec. (433 -1847) 431 -3670 NAMES /TITLES Duane Griffin /Building Official Nick Olivas / Asst. Chief 13 13 Police (433 -1806) Permit Center (433 -1851) Other ( - ) Ross Heller Engineer Tom Kilberg /Crime Prevention Denise Millard /Permit Coordinator Rick Beeler APPLICANT /REPRESENTATIVES PRESENT Contact Person: Name Frank Hofmeister Company /Title Dodd Pacific Engineering Address 820 Minor Av N Ste 200 Seattle Zip 98109 Phone 682 -1500 Others Present: Name Steve Gula Company /Title Seagull U.S.A. Address PA, Box 78098 Seattle Zip 98178 Phone 723-7700 Name Company /Title Address Zip Phone Name Company /Title • Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone :. Application forms, plan submittal handouts and other reference materials are enclosed for your use. If you should have any questions regarding the permit process or would' like additional forms sent to you, contact the Permit Center at 433 -1851. (PREAPP2, 1/90) CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER RRE- APPLICATIal CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 BUILDING DIVISION 1. Comply with the Uniform Building Code, 1988 Edition. 2. Comply with the Uniform Mechanical Code, 1988 Edition. 3. Comply with the Washington State Energy Code, 1990 Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barter Free Code, 1990 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: All applications and plan submittals must be compete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 6. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer, 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Nominally, no site work will be allowed until erosion control measures are in place. Rockeries are not permitted over 4' in height. Retaining structures over 4' In height must be engineered re- taining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. ❑ 6. Iza . 11. M 14. 15. ❑ 16. 17. 13. Construction documents shall Include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. Demolition permits are required for removal of any existing buildings or structures, Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). Obtain approvals and permits from outside agencies: ❑ ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (277- 7272). ❑PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (inspec- tions: 296 -4767; Permits: 296- 4727). ❑ KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools/spas and food service facilities prior to submittal to the Tukwila Building Division (296-4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575- 4404). 0 18. 19. 20. Checklist prepared by (staff):, DrI1 e Date: // -2 -PO PRE-APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER E-APPLICATION FILE :i::5 � �?i:f:: ::; } \':�; %;;:;� : >::::j:i�::::•:yi.:; ;:;:i::�:ji';:;:,� fir::::: ��: {::,:$; }: ETING DATE :_ 6300 Southcenter Boulevard, Tukwila, WA 9818 Telephone,: (206) 431-367 SITE ADDRE FIRE DEPARTMENT - Construction Information 1. The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) 2. Fire hydrants will be required. (City Ord. #729) ❑ 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) ❑ 4. Automatic fire sprinklers are required for this project. Sprin ler systems to comply with N.F.P.A. #13. Sprinkler plans shalt be submitted to Washington State Su eying and Rating Bureau{, Factory Mutual or Industrial Risk Insurers for approval prior to being submitte to Tukwila Fire Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one fo qur file, one for company file, and one for the job site. (City Ord. #1528) Maximum grade is 15% for all projects. ❑ 5. ❑ 6. • 7. Hose stations are required. (City Ord. #1528) A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This Includes one for our file, one for company file, and one for the Job site. ❑ 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installa- tion. (UFC 10.301) ❑ 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) • 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1988 UFC. ❑ 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) ❑ 12. No building will be occupied, by people or merchandise, prior to approval and Inspection by Fire and Building Departments. ❑ 13. Adequate addressing Is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 14. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and/or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) ❑ 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". 17. Adequate fire flow availability will need to be demonstrated for this project. ❑ 18. Checklist prepared by (staff): Date: PRE- APPUCATI N CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER } 4% Y", it :Yl.:;.:;S:tiiYSLt•'t':::4:C :::' i w'i•::r i �a "..iiir'�w �' 6300 Southcenfer Boulevard, Tukwila, WA 98188 Telephone:, (206) 4314870 r ME jNG r AJE: Z9w 9O X TONNE :`}� � � IT ADDRE ...•:... : :.:.:..:::: ...: .. ......1114•:.. FIRE DEPARTMENT - Inspections E] 1. Underground fire line from vault to riser a. Thrust block and rodding e. b. Type of pipe f. c. Depth of cover g. d. Flush 0 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing 3. Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover 5. Fire alarm a. Acceptance test b. Fire Dept. approved plans El6. Hood and duct inspections a. Installation b. Trip test 7. Spray Booth a. Location b. Fire protection 0. Ventilation d. Permit U 6. Flammable liquid room a. Location b. Fire protection c. Permit El9. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width Hydrostatic test Fire Dept. approved plans Materials and test certificate e. Vent piping, swing joints, till piping, discharge piping 1. Anchoring g. Hydrostatic t st h. Separate Fir Dept. approved plans 10. Fire doors and fire dampers a. Installation b. Drop testing El11. Fire final e. Fire protection systems: a. Fire Dept. access (1) Halon systems b. Building egress and occupancy load (2) Standpipes c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors D (5) Fire Dampers (6) Fire Extinguishers 12. her: a b. e. c. 4 d. .g. Checklist prepared by (staf ):__ Date: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE - APPLICATION CHECKLIST IC 6TI N F 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone:, (206) 431 -3670 ',.:Akopftg St ::: .........._ .........:.......... . PLANNING DIVISION - Land Use information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following land use permits /approvals: (—) Boundary Line Adjustment 0 Rezone Q Building Site improvement Plan Q Shoreline Management Permit Q Comprehensive Plan Amendment Q Shoreline Management Permit Rev. Q Conditional Use Permit Q Short Subdivision O Design Review (---) Sign(s) ri Design Review - Interurban Q Subdivision Environmental (SEPA) Q Unclassified Use Q Planned Mixed Use Development Q Variance Q Planned Residential Development Q Other: E(3. O 4. 5. • 6. Zoning designation: Site located in sensitive area? Minimum setback requirements: Front: Side: Maximum Building Height: Minimum parking stalls required: Yes El No Side:. Rear: Height exception area? C] Yes [l No Handicap stalls required: 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. [] 8. Minimum landscaping required: Front Side: Side: Rear [� 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). • 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. El 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 15. Q 16. D 17. 18. Ell 19. 20. Checklist prepared by (staff): GGrI Date: PRIENAPPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER ;PPLICATI0N FILE N. P 6300 Southcenter Boulevard, Tukwila, WA 9818( Telephone: (206) 431 -367( Se` I _... 'SITE>ADORE 44:11 .S . It :an .Wa PUBLIC WORKS DEPARTMENT 1. Apply for and obtain the following permits /approvals through the City's Permit Center: $ STR.exrUSG M Curb Cut/Access /Sidewalk Q Excavation (public) Q Fire loop /Hydrant (main to vault) Q Flood Zone Control n Sewer Main Extension (private) n Sewer Main Extension (public) (k) Storm Drainage Q Water Main Extension (private) Q Water Main Extension (public) Hauling (2.000 Bond. Cert. Ins.) L) Water Meter (exempt) CD Landscape Irrigation (r vlsiov.s. Q Water Meter (permanent) Q Moving an Oversized Loa Q Water Meter (temporary) Q Sanitary Side Sewer Q Other: Qf410s ALL Paw ■ rr �N e, u.(A$ Vot_ (M 1�1L..t- 47�nnP. ,® 2. Hauling Permit required prior to start of any hauling of material on public right -of -way bond, $1 ,000,000 certificate of insurance, route map and $25.00 permit fee required). (� 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli- cation forms to verify that all the necessary materials and information has been supplied. . Water and sewer assessments may apply and will be determined during the utility plan review process. 5. Provide sidewalks per Ordinance #1158, #1217 and #1233 o r obtain waiver. �mvi o\. s-► p 1wo us$„ h e-4 (U.ti ' V tu O si ttu kf 6. Provide Hydrological- Geotechnicat analysis. I� "L -b 4.7D.L\'6-`'1)\"\e' N /�1--)m, -` 4 Tr-c) k \N5uoT TUlc w(LA Rtmb,vj 7. Provide erosion control plan as part of grading /fill permit application. 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). 9. Provide traffic analysis /trip generation study for: 000 t D a 10. Provide developers agreement for: 11. Provide the following easements and maintenance agreements: S i opi PMJN,T 12. Provide water /sewer availability letters or certificates from districts serving your development. 13. Obtain Metro Waste Discharge permit or approval (684 - 2300). 14. Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). 15. Review the following City Studies when designing your project and preparing your plan submittal: IZ U L r ` 0 5 - MATT 16. Q 17. 18. Q 19. 20. ft ;,,‘ IhnFQ to rrs F-t. a t_s St..) 0 -r IJ eCT -` �s +•F�Ikt� A� t1v Checklist prepare y (sta : t7 It- w tcTt&. SEP/ A►'�rRRA. ?iU o(\ TO 'Dls GN>ALTC BU1LDII(3 PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. CO 145 DATE ISSUED: 3- ( SITE ADDRESS: 4411 S Ryan Wy SUITE NO : PROJECT: Seagull U.S.A. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE PROVED APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Concrete - Special 431 -3670 • X 12 Steel - Special 431 -3670 13 14 FIRE FINAL Insp: 575-4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are In place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be Installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09,1440 PLAN REVIEW COMMEN S Plan Check No.: R (` CAS- Project: V REQUIRED INSPECTIONS X 1. Footings ` x 2. Foundation 3. Slab /Slab Insulation 4, Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 1 1 . K12. pv c.v 1.P 13. „e 14. Fire Final 15. Planning Final Se` 16. Public Works Final )( 17. Building Final No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277 - 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced 11 over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17 All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition) Iform -'-- 1 . 1 . • . : - Edditienjrrd- Waehingta Edlilan)~- 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department Inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 6) Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. . w .� 1.: .. - :.•. • s or - ity- (- 14999• PERMIT CEXTER ACTIVITY LOG CrTY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PLAN CHE`;lK NUMBER 6300 Southcenter Boulevard -- #100 Tukwila Washington 98188 CONTACT DATE COMMENTS — INITIALS `s - ?4, / /.,!/ , " A/?' k. e ,- ?' ee (2 eer �.)/7- 500644.7 (.. E:s' ) 77.f /'O �7 ' .' /ii. w 9f�x( dray,7 4r� // �'� 1 C� LeZe +.- Lte -rj/ G-4LtG�. 67:444_4- �G� lie ' ha' .4e0- / .3,,j .., ice. ,..,% , :V' ,G' i ..[i ii /l. i c, .�1 - ,tJJ i' .3 t/ T ," 6 t!% 5G .- G'� °•��22t1% ��G �d)1 77 • nD ,e/id 9t6/. .� /§ .. or 5' ,Q-'eetirm, 15 / " >l/ -' /l,�I/J` i�I' i� ` /o/r /. j] 1 ! 1 / ! \.(. f. � A, tt .{ /�f/ 'f •t: A )t,, i,� 1 % i �, {0 .1 /.1. ,(%( ( r � c' /t/ i ,,t i)4,; pr -j (. /,,r 1,x,1 1i 1.1 74/• Wii 1,: /,f.. i.),�.t /l.l,, k.L(( (/.; c)/i•�1'4, -1Z 74, 2 ) 1' ` ` i . / 7'l;AAI . Gnu CI / d ' S - 4/ 4b ` At,,,,( LQoi. ��i�u..� P1s11a7114wx...9 _.1..k... &/ L I► _ Q2.1 a 04.' . 2 i$1 ** / I.• VIAL A1 °. 1 1 '' ; 1. lI i 1 1 } { City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor Plan Check #91 -095: Seagull USA 4411 S Ryan Wy THE FOLLOWING COMMENTS APPLY TO AND BECOME '0.oy0F THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 3. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports, shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 4. All structural concrete to be special inspected (Sec. 306, UBC). 5. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition). 6. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Phone: (206) 433.1800 • City Hall Fax (206) 433 -1833 8P 4t- 046 /31"40106/45 ) / FPS &it BP* Cpq 415 • etP4P tebe 415 INSPECTION RECORD Retain a copy with permit CITV\OF TUKWILA BUILDING DIVISION 6300 SQuthconter Blvd., #100, Tukwila, WA 98188 &q P R O. 206) 431 -3670 Pre,.t;, 11 1,1,c-4-1- Type of Inspe • n: 7 /J 1 r � 7 dA041 Date Called: •' iy. ,. ,. ^ Spec s,� -56 al Instructions: % `i 1,s L. vlizkr , coda, (00 pi ll -6 s-� tot . '7700 Date anted: rf O — / m. .m,1 Requester:, V.c Phone No.: "7 4"...„)'� 1 ! %) . Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. 0 $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be.paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: x =0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: U � ^ t type of Inspectior7,_.. �ddressl�� S,b / � s Date Called; Special Instructions: � /. D Date Wanted: 62 Requester: �.e 04 Phone No.: 7z 3 ❑ Approved per applicable codes. Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept o.: 0 INSPECTION RECORD Retain a copy with permit 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ERMA (206) 431 -3670 ro ect ,/I_ , Type of -bate Ca qsf Jtur n: / A lG n /} red: 1,. 7 ,, o ress: t 11 5, Special Instructions, r pliAA, 6 l s Date Wanted: am p.m. Requester: nAl, Phone No.: t; , ,7 ,,,_, i i 8,5 Approved per applicable codes, O Corrections required prior to approval. COMMENTS: p c.'"j a..e�c�t c;,..„ r- ., • . ( ~--7- 11 ,r(..t,. it Q O $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ` Retell No.: Date: 0 INSPECTION RECORD 0 Retain a copy with per it CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Project: <—,— • L-( . A Type of Inspection: ci -I- 0 N.A..., Address: „l/ 1/- ,11. ite,1 ,. t. Date Called: Special Instructions: i,, / ,-)-, • ..,,,:. LPL L e,C-. .P ; Al ,si e) v e • it 1 F ' ": " 7-4.,1 c:/e_r1.-; . Date Wanted: (,.. 2 r.-:- - '1(.2 am. p.m. Requester: rp-hone 1 -)11 1 cc - No.: ,, 471// - 771(.; 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' SRJs-be‘cir.. 2.1 ei,tALA-51 (7-w+ -44:dCSt,, • *1•-, r.4.011). 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IReceipt No.: Date: INSPECTION RECORTD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 NO. (206) 431 -3670 Pro �J� l� s n -- Type of Inspection: �n �►i'" Id r ss Date Calve : if Special instructions : Date Wanted: 4 "" a , f2-.t, . Q 1.14k °� �a am. .m. Requester: - Phone No.: 9 47 7 -_ „7 7 '5 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' CAt v, t 24-L 44 A1- 114 E PAR. m a-4 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' CAt v, t 24-L 44 A1- 114 E PAR. m a-4 Inspector: e : , Dat 6 2, Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • eceip ,o,: �" e: March 3, 1992 City of Tukwila Department of Public Works • Steve Gula SEACO Aviation Fuels 4411 S. Ryan Way, Suite 301 Seattle, WA 98178 John W. Rants, Mayor SUBJECT: Seagull Retaining Wall, 4411 South Rvan Way Utility Permit Approval (PC No. 91-095) Dear Steve: The Public Works Department has reviewed and enclosed site plan for the subject development Please contact the Permit Coordinator at following permits prepared for pickup: 1. Hauling Permit (Permit Fee = $25.00) The following documents shall be provided to Arline McCready in Public Works prior to any hauling activity: hereby 431 -3672 A. A copy of the Certificate of Insurance coverage (minimum of $1,000,000) naming the City of Tukwila as insured. B. A $2,000 bond made out to the City for possible property damages caused by activities. C. A' map which shows the haul route. Ross A. Earnst, P. E., Director approves the to have the 2. Land Altering Permit (Permit Fee = $210.00) This fee was calculated using 1,672 cubic yards of excavation as the total measure of land altering activity. The permit fee breaks down as follows: Plan Review Fee = $ 30.00 Grading Permit Fee = 180.00 Total $210.00 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 -3665 3. Storm Drainage Permit (Permit Fee = $25.00) This permit is for construction of the drainage system for this property. Please note that any intersections of storm drain lines require catch basins. You are referred to other City agencies, including the Fire Department and the Building and Planning Divisions, for other requirements and approvals which may affect the commencement of this work. The above permits are being approved in accordance with the work shown on the enclosed approved plan. Any deviations from this plan should be submitted for additional review and approval prior to construction. If you have any questions or need clarification on any issue, please call me at 433 -0179. Sincerely, John A. Pier , P.E. Associate En•ineer xc: City Utilities Inspector (w /copy of approved plan) Permit Coordinator Development File: Seagull Retaining Wall Read File Enclosure a/s JAP /amc:11:seagul • • GAD rev 4.. -: . Kos .it r. PM4aZia'O . W IW f ANTAN .c a KOK PBrA11.- // It II I I' I� ;94(, I I 1, 1/ ;, i7% /• 1/ / Cli I I ��\ 1 11II '!!1 �r� ii �I nil /, /�i �l II 11N/1� / IMO /fs 'ni1► 1 IlIj I.11. liA1i111// III 1.i lI110I4/ III 11 I1j�1 �1k I • 011 1/ (1111i111111� I14n141111i1 9` {ix5TNA PARWNAI ex4i: A.O. GUR6 SECTION [a SCALE: 1!4•01'.0' SITE PLAN :CALF' 1'0110' IM Pr* *WM rr•i■ rr, w ram ...b err r.w rrrr.K r riv Ir. ti 011mas tg Or war 0' flax. rMrw.er.rr.+.r• Wry r w•1 ammo Owl Worm ELEVATION SECTION GE NQ SCALE usaxceuximat SECTION Ell NO SCALE SEC SCALE: 17PCAINAGt1: Na16 L VA 15f•' GB. , . L.W ). . 40 (INN, ,W w) • 1,42: me.•,03.22 : r*i .4'122' FirTM B e poem 12" OUTL2r Reif 510,401. gc10 YAKD MAN N(/, G1KAVoL lALLAtt aL r HMKAKY 4141 Fes440 ; Rf3r1 41:411 !t. PlveR410N 6WA14 WITH awe DAMS a 200 GG. . 5WALE S14.41.4‘. flE: LAND.GGAre 0 - W/WY t p1AINTAINE0 dY OWNelt. KOK vesrAil. p • *. TEM197tAKY'JCN'60>" 6ARKICK' • ..TO ots KEMOVe2 G END OF - • Go14TRU4•11.0N. RCf 6 EGT 0 G. 123 •• G'PeXtf !VG rift rtz7N4. - PRAIN 4,t.ora .• 2z 1.4N.._ '... -7 60 Le 6.0 r1/4 rirE. *Lore -Zee MN. leosinwN PfrocKNA I ■N Ek14T A'G. PAVUN4 REMOVM GRAre ER A'ENINGSW/ MATE. RL FIL.TEK OF OONVR NUO hat SECTION DJ NO ;CAIN asstwirsaism SECTION Q] NO acme SECTION L$I SCAI.O ;14'..1'•0' t 5IA1Va,I tt �4D1' 1� .. , fICA I .(.31rilltirodliiii a1,� 1lilt , #�r F_# Ala- ..,41(gi pit MDR gitNividig ----*' itik "417rigiP glitirtffikl .7-- Iliii:7,1,1P ItiNICeleitiiikriiiiIrTa.14 !At 4''''----". r •• tvrr -mac` c /' �iF4'aiR C ender, � . ZrrOJCCT L.XAM4 H VICINITY MAP'. - No SCALE LEGAL DESCRIPTION eNt4 41to T44 panto of Ms whore* opener a Ms ru61a4 mane d Becton 3. Tornado= Nona ft•rr0• 4 lam. W34. M /Ong C.ury. Wa ingiat ytro amnesty e s W bawarg none M • degrees 36 minima 13 monde wed ha a poke ear era 644 a std *I0( *vim i 3121144 north d M immure mew Swart. 44'9 wwy of Ma weary err d sae noel No L as Coon* n 61. Maur a Wade-got by dome nodded user AurIIOh PM No 0463327 and 290046e. rd Mrs wiry d tr soured/ / Mr d Dads 10161 Seam es odmyod le Idnp Caney by dads noord,d oldwAusten Flo era 3444401 and 6440044. EJ 3PT 614 padah.rwed oaden os M 10'x0 Court' S pabr Cost Caw No. 401062 b PA K No 2. Sea 42601 Sued r Norfolk Deu1 200/IT rER W1TN Sa Fenian dilated Safi 40761 area Ma nacre by opram" of tea. GENERAL NOTES ZONINGI LIGHT INPLISTKIAL OGGUPANGY%M Z, RCTAININ4 WALL T/VC /60,e *5.4 P . "ter. NO. SOD2W4 - 0004 FILTER FABRIC FENCE DETAIL NOTES tooOr N.4 CAW-1541N. TM Met lobrb MW be purchased M • d>rdn owe rot od w 144 knob ol NM barb 6o mold use a jokes. When Pinta n boaama m Mae debt WWI be lisnt• oth • mbirrami ldt ww4p, end bort eride b The Oar Mob lance Mai be bellied b blow ma carouse Hare pubs). The Mare pod Mal M spend a madam of 6 Met sped and dabs sear* Into 8r ground gnklImum of 30Indus). A tench *ea be exceeded. rad* I haw ride and 12 Inches dap. updope end 14.04(6 lo Sr hood post to Mow Me Mer Mb10 to be burled. %Ten standard strength Star Moro M used, a den moll support lens Ma/ be Intoned s.arsay to it updope sId. d Or pow using hsesre uy stn staples et WM 1 Inch long. re vase or hog rave. The Mr. sal Wad Mo the tench original 4 end Mal not ..2wd mote earl al berm wave Olt The Standard 8#.ng61 Oat tebrb Ma be stapled or areal lo the arcs. and 20 Mdse {Ohs Mbdc Mal be extended two to Mundt. Tor Moro sal not acrd more Met 36 Moan above Me original ground IIr ass. l *.v tabtlo Mal not be atepPed o &dean; teak . • When eatr►ata+glh Sae fabric closer clo. pod spacing ere teed, Me are mesh Support farce may be sMNvtsd. M such a cam the Aar irate le stapled or wired dncfy b the posts *4(7 el otter ptw0btr d Strdrd Note a sppy0g. The tench Mel be b.ddDW vAM M-I14 n0*ian danaUr washed gravel Met Isbdo hone Ma be remand Mien Ivry hen served ter meta purple, but not Dean M 1p.bpe area he* Won pa enendy debased. aed. Met Mem ilbeIC•8 Mal be Inspected OW deer duns prolatged nWaL required rep. .06 mesh modal end abed el . sflel a mad. ktrn•d0ey. • ALL INFORMATION ON MS DOCUMENT is TNSIXCLUIIVII /AOFIATT OF *000 pA �inu rt Hid INC. d Ii 1 OF 3 xsw 80011.00 • BRICH1011 WILIDN :'.':4 •A W • '� J'. :•A:'" Si:�_i .+•1: •�: I kii .= ii: _•47 �.S,:,T.4 +'. K. aig / rte 510D S PD BOCIPS Lvd ...... •�4 tS'�t..••fK •w�tl�l'•• ' •�i Y :i01, '' !. t 1. In we .6011 g1111 IIMEE' 4 MIMI 1' irEE FairaminnEa A 3NDla� ®® PD'TLAs ST u, * . N A© KEfnoN %flora f N 51 • . pun 4EBSTER ST 1.1 " S 1R 5 93RD ST 9.15 57 5 _ meta ►L p •. RAl 1 iy• u N1D i g HS A B ` 5 HERDERSi ST 7 runic q�� 9 �l � ! ASNI ' y A r c Glit Kr Y . " 4 al c ROT R 0 y VI LAKE WASHING ®P IN Ihw. LIVEM imer5EMESEEin Q WLSACC S MDT JUNIPERS S1 ..Ear -:s>■ I. !,rill F,y " ',IM 1 ; ° Rr=ir: � : °F,1 i, oz 41.u‘ Ifeliditlii s. NAN 5129TH CTEli e7i s ail 11 ; R KING v. S IS S teldl S $ l 144TH TA INTERA' A1' TIMM. fRT w ma - 1 5t2;}P 5T i S IZ•H 5T H Q� '< �_, � � A no •• iii. tlh J; 1 �' iK 9 ■ { llUMIE ®® r t t n. -., 0 1 5 I]8R1 � Al16Fr tL Et�. � � 1 r t41S�T 9 r.cL vxlct pV novo Eimifirr% "�,y�� �IGOR iw -I •1 ANN t72irrei 161H �l - %IR'� N' �� 1t7TH Pl.s ttBiH sr/ lF7w� �TM - wv , l 1' ^ S 11 /111 �� 5 ° JUNIPER 75T S 120TH `^ �� vl� ��• ���� tiffs s' 111 .• a st �N ` xt!1 r _ktill s tzsTM 11 Ij 'c ;\'� UHF y•�S 1J3Pn �� ,. •' S 150711 SEE 685 MAP •^' .K `l.v rrT; °S +• .•,t ar�r. t. I °i' +ivt+,'S,':', %'.n:'^Vr..'n.' fa,. „Yy,.�r,r �<My:i!.' -•'7« „r ^:, ********************* er•*********** *********************** *k****** CITY OF TUKWILA, WA TRANSMIT *lr *k ** k*k * **** * * * * * * ***k*k ******* :1* ** *** * * ** * ** * *k** ** ** * *** * ** TRANSMIT, Number.: 32000556 Amount: 25.00 O6/11/92 16:29 Permit Na: PW32-0053 Type: PW -HAUL HAULING Parcel No:, 032304 -9034 Site Address: 4411 S RYAN WY • 06/11/92 • Payment Method: CHECK Notation: GASTON BROS . ]:nit: ULM •********************************* * * ** * * * * * * * *k * * * * * * * * * * * * * * * * ** Account Cade .Description Paid 000/345.030 PLAN CHECK - UTILITY 10.00 000/34.400 XN:SP FEE -- UTILITY • 15.00 Total (This Payment): 25.0() Total Fees: Total All Payments: Balance: 25.00 2:.00 .00 44,t;7 e3°L're2AA GENERA 10.00 GENERA 15.00 TOTAL 25.00 CHECK 25.00 CHANGE 0.00 0693A000 15 :31 r d`:` ^t , �zs ac; x�m ;*r *ta{'vfS "51 ?%'i�s��'3'i�:�i; Y�q�j.%'�I•,y�•�y Y; N�. i.: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ' CITY OF TUKWILA, WA' TRANSMIT ***************** * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** * * * * * ** * * * * * * * ** TRANSMIT Number: 92060420 Amount: 25.00 05/07/92 10445 J'ermit Na: P492 -0055 Type: F'W -SD STORM ORAI:NINi7mi Parcel No: .032304" -9094 Site Address: 441i 5 RYAN WY . Payment Method: CHECK Notation: SEAGULL USA, INC init: 5LB **************.***************** * * * * * * * *** * ** * * * * * ** * * *. * * * * * ** *iris Account Cade Description Paid 000/345.530 PLAN CHECK - UTILITY 10.00 X412/342.400 ' INSP FEE - 'STORM DRAIN 15.00 Total (This Payment): 25.00 Total Fees: Total All Payments: Ualance: 25.00 25.00 .00 GENERA 210.00 GENERA 25.00 TOTAL 235.00 CHECK 235.00 CHANGE`' 0.00 9&87A000 09 :42 elt. M{I,•,c,!t;r',:„Nr,vtr4t.,. .,4Ip !!+ °.Y; Virsr,.7t,urLir "( piKti14 Y r ,t,. ,rfyltG.,..,,., t, S t*, , ._Oilr-M11 111. 31.."74T+aj't yam te,Ammitt, -,pc C' '�PsNC/n`G,�fI 1 kkk **********k********** kkk****•*** ***** *kkkk**,h*********k *k* * *** CITY OF TUKWILA, WA TRANSMIT ******** kk********** k*** k******** k******kk******* *********k* **k* TRANSMIT Number: 92000419 Amount: 210.00 05/07/92 10:44 Permit No: PW92•-0054 Type: PW-LA LAND ALTERING PERMIT Parcel No: 032304 -9034 Site Address: 4411 S RYAN WY Payment Method: CHECK Notation: SEAGULL USA, INC 'nit: SLB **,k * * * * ** kkk * *k * * * *k** * *** *kkk ** kkk * * * * * **kk* *kkk * * **h * **k * *k *k* Account Cade 000/322.100 000/345.830 Description BUILDING •- NONRES PLAN CHECK -- NONRES Total (This Payment): Total Fees: Total All Payments: Balance: 210.00 210.00 .00 Paid 180.,00 30.00 210.00 HAVE A HAPPY I)AY CITY OF TUKWILA 03/07/91 GENERA 225.00 TOTAL 225.00 CHECK 225.00 CHANGE 0.00 6641A000 14 :47 PHONE 433 -1835 SePA • HAVE A HAPPY DAY CITY OF TUKWILA 03/07/91 GENERA 416.00: 'jbLUt,,• .;,+ti:;' TOTAL 416.00 ,T.,:h., CHECK 416.00 ' •1 f' p «.c.,Ar+.'i1,: . CHANGE 0.00 6642A000 . 14:47' PHONE 4337 1835 • • • o 1-10. 6-b 6<6.53 e5c1 13. ‘04 9_10..53 --rutod RQ-fw_14 * FAX COVER * DATE: APRIL 3, 1992 TO: CITY OF TUKWILA BUILDING DEPARTMENT ATTN: SHELLY BATES - PERMITS FAX: # 431-3665 FROM: SEAGULL USA, INC. BUILDING PERMIT # 6945 ATTN: STEVE GULA FAX: # 723 -2639 MESSAGE: TOTAL PROJECT COST: $ 24,800.00 400000.00 '6489,9;09: NUMBER OF PAGES TO FOLLOW: (3) THREE L J G FAX COVER * DATE: MARCH 5, 1992 RECEIVED CITY OF TUKWILA MAR 5 1992 PERMIT CENTER TO: CITY OF TUKWILA BUILDING DEPARTMENT ATTN: SHELLY BATES - PERMITS FAX: # 431 -3665 FROM: SEAGULL USA, INC. # 91 -095 * PERMIT # * ATTN: STEVE GULA FAX: 723-7770 MESSAGE: TOTAL PROJECT COST: $ 32,218.00 44'000.00 TOTAL: $ 77,118.00 NUMBER OF PAGES TO FOLLOW: (3) THREE 41) PACIFIC TESTIN LABORATORIES TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922 -9299 FAX (206) 922 -1512 August 14, 1992 Certificate No. 9206 -0080 EXECUTIVE OFFICES 3220-17th Avenue West Seattle, WA 98119 -1790 (206) 282 -0666 FAX (206) 282 -0710 Mr. Dave Lawson CITY OF ZUKWILA BUILDING DEPARINENP 6300 Southcenter Blvd Suite 100 Tukwila WA 98188 Subject: Project Name: Project Address: P DIN NO: Seagull USA 4411 South Ryan Way 6945 EASTSIDE DIVISION 19017-120th Avenue N. E. Suite 108 Bothell, WA 98011 (206) 451 -8436 FAX (206) 485.4611 RECEIVED AUG 1 8 1992 DEVOE OPME jT We have completed the requested special inspections on the subject project. final report, dated July 8, 1992, is numbered CR 66077. MIK REQUIRED 103RE INSPDCrED Reinforced Concrete Reinforced Concrete Notes: Our To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: Charles R. Mlodzik, Manager, Inspection Frank T. Jarnot, P.E. thief Eng' • CONSTRUCTION INSPECTION • SOILS ANALYSIS • NON- DESTRUCTIVE EXAMINATION • ENVIRONMENTAL DRILLING • CONSULTING ENGINEERS • LITIGATION CONSULTATION • CHEMICAL ANALYSIS • CALIBRATION • STRUCTURAL/MECHANICAL LAB A Washington Corporation furnishing Engineering services by and under the supervision of registered professional engineers. JUL 2 2 ,. ;r':2 EXECUTIVE OFFICES 3257 16th Ave. W. • Seattle, WA 98119 (206)282.0666 • FAX (206)282.0710 PORT NUMBER CR 6_6077 PREVIOUS RPT. NO C�/53 PACIFIC TESTING LABORATORIES EASTSIDE DIVISION TACOMA DIVISION 11824 North Creek Parkway N. 0101 • Bothell, WA 98011 2402 Pacific Highway E. • Tacoma, WA 98424 (206)485-4244 • 451-8436 • FAX (206) 485 -4611 (206) 922.9299 • FAX (206) 922.1512 PENINSULA DIVISION 10728 Silverdale Way N.W. 0 105 • Silverdale, WA 98383 (206)698.6650 • FAX (206)698.6648 MAILING ADDRESS PROJECT �A6(J L UsA, ANC , 80X- ' 18 oy _5 7-7_d E' 4,i1 5y5/'7$ -66041 ATTENTION: -5' 'eZ-7 /4- '4Jly, LOCATION 4/71 . , V7'At',v 4/1' NUM ER RD. BY DATE /�..8..9C CAST REVIEWED /� )2 / i/ -: DATE CJ 5 l �/ BY (�! �/4l.fiL NURMBER / Qi/� NUMBER CATEaze _Jc�10 l� !� NUMBE !c- c/�(!— �.�/C� T D.!> PAe /1a e • 1/ ENGINEER CONTRACTOR ' ' 00-,c)e, 7a--- ARCHITECT COMPRESSION TEST RESULTS MARK SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. 6x/7 Vs,1 0 ____ir____ • q-- Air-i`z 8 'S- 9 Z. B 28 pgoo o I - •o 0 0 e/ (7 0 S-4(g o ;1-1"-- Gv 8 -s - -9z 7,l.3 rt is1i00 0 .5--Y Yca TEST EQUIPMENT ID NO'S. AND DESCRIPTION C.43•4/ p Mack R41/4 393 MIXING ` . r— DESIGN ASTM TEST METHOD NO TEMP. & �/i/ � DATE WEATHER d CAST r 1-8 -92 PLANT STRENGTH Icy ,C'SE G, FINE G. C PROPORTIONS L�Lbs. t�SackslCu. Yd. LrLbs. I In. x M b A3j (Not Certified by P. T. Lab) / / /843 s. /0Z /t TYPE LC�� "net. e ADMIX �/ /20 ' c Per Sack L�Per !•'� }E,43.0et TYPE OF CEMENT ; SLUMP —/ i" /T N/A SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED �� DATE SAMPLE APPLICABLE CODE AND SPEC ? /' C�.7 BY BATCHING SUPERVISION? RECEIVED Ins AIR TRUCK G 2- TICKET N • c' SZ' /n SUPER PLASTICIZED SLUMP %; QUANTITY Cu Yd POUR LOCATION AND NOTES' 1:141 5 /7E 'Rae .PE"41XaE e0 eGKkw6 -3-6- //ilsAfermoci • ✓Atei .0.F.� SC .9PPAls✓ez PIA (Is* f' ,ZETi4A/.t/ /.vim ,✓ ,44t s , Lie f FL.4CE2> 3✓ Pi*, •2 , ' tt/ # 0%7i V,94 /` - dL 04./.5.04 i• -7 AUG 1 21992 DEVELOPMENT COMMUNITY WORK CONFORMS YESNO El 'TMs report is provided for the Information of the diem only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in rue, without the written permission of Pacific Testing Laboratories. Is prohibited.' `This certification attests to the accuracy of tho results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shell not be construed to represent inspedlon, approval or acceptance of other aesodated work or a warranty of design or won ity of the specifics' uiremente Certified Report by r,� 1 0 12.2 Pacific Testing Laboratories DATE CR 89.2 RECEIVED PREVIOUS RPT. NO. TA /! T ' / - AUG 1 21992 7 COMMUNITY PACIFIC TESTIN LABORATORIES DEVELOPMENT gyp• ( 'PORT NUMBER CR 65386 EXECUTIVE OFFICES EASTSIDE DIVISION 3257 16th Ave. W. • Seattle, WA 98119 11824 Nonh Creek Parkway N. 4101 • Bothell, WA 98011 (206) 282.0666 • FAX (206) 282.0710 (206) 485.4244 •451.8436 • FAX (206) 485.4611 TACOMA DIVISION PENINSULA DIVISION 2402 Pacific Highway E. • Tacoma, WA 98424 10726 Silverdale Way N. W 4105 • Silverdale, WA 98383 (206) 922.9299 • FAX (206)922.1512 (206)698.6650• FAX (206)698.6648 MAILING ADDRESS PROJECT LOCATION P.O Box .%360 11 5./■T-11.t• t Wi4' ATTENTION: T r 1/ z (.,r' u LA .S1 f.A //�' L• /. 1 '/V PUACH, ORD. ' ,c1 .\/ 1/ Y �_ NUMBER BY PORTED Z DATE 6 2 < 9 1 - /� /Tf/ CAST BY VIEWED (14 �j g-s/ DATE 7 -21 PERMIT 6 / q CERTIFICATE Q2 06 00 3 c NUMBER /PA / ARCHITECT Q.7 v j o fl3 •C) r / F. / C • ENGINEER r l I CONTRACTOR Pi ✓ 6 C(31'46' PST COMPRESSION TEST RESULTS MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH �_ CHECKED LBS. P.S.I. c t c t'2 zS,3I 7- 2 -CJ2 7 i3GC5oa Lrig(SCD I"g -4_ 2g1343 ? -2? ° ?2 7- 23 -�f2- '2-7 :! 7 t704—epf7 /7G000 6aa-/ Col -?-o /.1 .. t► TEST EQUIPMENT ID NOS. AND DESCRIPTION 'COj 78 /124(r'4, / L 4 '' 23 ASTM TEST METHOD NO C— 3 / 3 ��✓� " 7 TEMP. & S?" t� DATE / — < c -el ` MIXING / �• DESIGN co 0 SAMPLE WEATHER rr CAST PLANT L d� t.-� TAR STRENGTH Ic 'Z TYPE e 4- CENT •S 2 S /` PROPORTIONS UM Lbs. Sacks /Cu. Yd. (Not Certified by P T. Lab) -7 /• TYPE OF CEMENT C•SE AG,,� FE AGG. ADMIX lbs. IN In. Max. �J Lbs ❑ Per Sack /$/ / 2 41" • SLUMP T2 K• ins AIR Er Per `To wk ?Q - 2.5, T J 2 /'' ^0 ./'+ / ` 3, S /l %• QUANTITY 45 Cu Yd TRUCK 7 C2 L/ TICKET # '/ r g2 "3 SUPER PLASTICIZED SLUMP MIX # 2 SAMPLING IN ACCORDANCE WITH L,,i 4 5• MIX PROPORTIONS VERIFIED / ' )" DATE SAMPLE +-ILiZ APPLICABLE CODE AND SPEC ? BY BATCHING SUPERVISION? RECEIVED POUR LOCATION AND NOTES. OA'' ryes 5'0■' Rt rrrre, - co/k.C/?zr>: /vs Pecr/NV, 4Le- J3/_.o)'C, ' /ALS ,4,r'/r5:Aile "b 7C Chit.F0.<'/1J 7c PA A15/.7 9' .0T7.4 /Ls• F,PerPTLisS A/r.')TE,,0 /. - A/0 rSWAWOVZO 1'L4A,$ OA/ 5) rt ;7'24 -5 - 2 4, 1/ 57;4K'rc f 5-2X y ''n,4, rz r &yr/yti fm.6'rat/7 LA/ro R : --r i_ r OF c-•,rakrert,o - *4 -e-A -'PJ'tR Fr6.• Go,vT.'ACr t4 / /TH Cc»/TRA6tCn AS AlOTFF/ cT ,O or de c R v/ .e D,h II c' APP/Pol/: �/�L/A�NS}, CNq -, ,i. C�iLC, P £ijJp LJ 0 WORK CONFORMS YES A NO ❑ Dive �o fovIrI ', 16r bn of Cane v �Tha" i'Qo� '•This report fa prwded for In mat tt>♦ M only. ape of Ws report, by any method, and Its transmittal to a Wed party, by any means, except In 1u8, without the written permission of Pacific Testing Laboratories, Is prorraled' wAL/ h' /2 6HT 6' /l�.a,Y PcR CI y op- r'v tN/ 4LA, "This certification attests to the accuracy of the results obtained from the actual test perlombd observations made within the defined wope 04 the work. Certification shall not be construed to represent yp�ly mente" J • Inspection, approval or acceptance of other associated work or a warranty of design or work of the specification Certified Report by Pacific Testing Laboratories CR 89.2 DATE 4 1S92 l % PACIFIC TESTING-LABORATORIES limPORT NUMBER CR 66077 PREVIOUS RPT. NO .3c ) EXECUTIVE OFFICES EASTSIOE DIVISION TACOMA DIVISION 3257 161h Ave W. • Seattle, WA 98119 11824 North Creek Parkway N. N101 • Bothell, WA 98011 2402 Pacific Highway E. • Tacoma, WA 98424 (206) 292.0666 • FAX (206) 282.0710 (206) 485.4244 • 451.8436 • FAX (206) 485 -4611 (206) 922.9299 • FAX (206) 922.1512 PENINSULA DIVISION 10726 Silverdale Way N.W. # 105 • Silverdale, WA 98383 (206)698.6650 • FAX (206) 698.6648 MAILING ADDRESS PROJECT LOCATION .5.-,496e/1 Uss4, /A/c , ATTENTION: .5-7-6-ye 6UL 4W1 S. RON Wq NUMBER RD. RE • %;i) . / -/� DATE / 1 C Z BY ..� — _. �— — CAST 7— C REVIE ED ,---"" BY DATE PERMIT 7 NUMBER AQ NUMBER eQ'f J ARCHITECT ENGINEER CONTRACTOR :a.P .23 t'/, 'e i/ /VC, Co»cle, 7E' COMPRESSION TEST RESULTS MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A xis .--,s',3o 7-- 4r-9z 8 -S--9t ,8 Z8 28 //no o 9/70 41 8-s -9z TEST EOUIPMENT ID NO'S. AND DESCRIPTIO1"1_, NCZ »fl -Mae_ ✓�� /48 / 3 ASTM TEST METHOD NO e- J J TEMP. 8 /9, loge) CAST T ���� PLANT �Sr�� STRENGTH lc gs TYPE L_L�'" �� e WEATHER Si+ CEME T,� , PROPORTIONS tbs. Lacks /Cu. Yd. (Not.Certt(iod.,py P T La41,, ,, J, „/ime L LbS. I� Lbs. In. M5.x. •/p, -T4, FI�NLbEE3GG. ADMIX �/ L�'s. > ❑Per Sack E r 42 239 ' ot /i TYPE OF CEMENT SLUMP ins AIR %; QUANTITY TRUCK Z TICKET # .' 7J?.' /4 SUPER PLASTICIZED SLUMP N,A MIX # 32_30 SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC ? Cu Yd MIX PROPORTIONS VERIFIED ae DATE SAMPLE BY BATCHING SUPERVISION? RECEIVED POUR LOCATION AND NOTES &V .S /7-e- Foie .Qe,./do xteE,0 Lv+PE7-6- /✓%e.S.neerd , ✓/Q.e/ ,0/erz �4T �7E G 7e SE 2 "I/PRA:WED P ,4V S' ,2'E7;44/01//svi A./AILS tio.eJC/2E7-4- P44C 3j' Pv "• A.t/ij �lssi:/ ,9/t)/ e iI4 p' G'o�J50� /• 7 b RECEIVED JUL 2 3 1992 rr��C�O\'cMMUNITY WORK CONFORMS YES >4 NO 0 'This report is provided for the inlomiation of the client only. The reproduction of this report, by any method, and its traAefAiNaYl6aidaRMEe lirr"IJens, except in 1u8, without the written permission d Pa itic Testing Laboratories, Is prohibited.' `This certification attests to the accuracy of the results obtained from the actual test performed andlor observations made within the defined scope of the work. Certification shag not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements' Certified Report by Pacific Testing Laboratories DATE _ CR 89.2 City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director TO: Kim Hart, Finance FROM: Shellie Bates, Permit Center _as DATE: April 6, 1992 SUBJECT: Refund Please refund $96.53 to Steve Gula. The valuation on the building permit was changed and the building official is authorizing a refund of the difference between the original valuation given and the actual bid (see attachments),. The original transaction was March 7, 1991, Receipt #6642 for $416.00 and March 6, 1992, Receipt #7687 for $480.33. Please return the check to me and T will forward to the applicant. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 r City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 April 6, 1992 King County King County 4th & James Seattle, WA Assessors Office Court House 98104 John W Rants, Mayor RE: Seagull USA Inc., 4411 South Ryan Way, Tukwila, WA Retaining Wall Permit Number 6945, Issued March 6, 1992 On March 6, 1992 the City of Tukwila issued a permit to Steve Gula. of Seagull USA Inc., for the construction of a new retaining wall. At the time of issuance the value of construction was $77,118. The applicant has since received bids which are lower than the original value of construction. Attached are the following bids: Gaston Excavating MGC Concrete Construction TOTAL $40,000.00 $24,800.00 $64,800.00 The Building Official,. Duane Griffin,. is authorizing_t_he_ _va_lu_e of construction to be revised on the permit. - The applicant, Steve Gula, is requesting that the King County Assessor's office also change the value of construction on your copy of the permit. Attached is a copy of the revised permit. If you have any questions, please call me at 431 -3671. Sincerely, Shellie L. Bates Permit Technician Attachments- , cc: Steve Gula, Seagull USA Inc. Phone: (206) 4334800 City Hall Fax (206) 433.1833 NAVIO1NAL AMERICAN I SURANCE COMPANY 'POWER OF ATTORNEY OMAHA, N kSKA PRINCIPAL •! =dstnn Rrnthars Rxravat.fng EFFECTIVE DATE 4 -1 -99 12622 4th Ave. S.W. Seattle, 98146 (STREET ADDRESS) (CITY) (STATE) (ZIP CODE) CONTRACT AMOUNT AMOUNT OF BOND $ 2,000.00 POWER NO NB 109462 KNOW ALL MEN BY THESE PRESENTS: That the National American Insurance Company, a corporation duly organized under the laws of the State of Nebraska, having its principal office in the city of Chandler, Oklahoma, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 8th day of July, 1987, to wit: "Resolved, that ally officer of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as Attorney -in -Fact, such persons, firms, or corporations as may be selected from time to time. Be It Further Resolved, that the signature of any officer Fnd the Seal of the Company may be affixed to any such Power of Attorney or any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such powers so executed and certified by facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." National American Insurance Company dots hereby make, constitute and appoint Mary L. Faure State of Washington its true and lawful attorney(s) -in -fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf, and its act and deed, as follows: The obligation of the Company shall not exceed one million ($1,000,000.00) dollars. And to bind National American Insurance Company thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officer of the National American Insurance Company, and all the acts of said Attorney(s) pursuant to the authority herein given, are hereby ratified and confirmed. IN WITNESS WHEREOF, the National American Insurance Company has caused these presents to be signed by any officer of the Company and its Corporate Seal to be hereto affixed. NATIONAL AMERICAN INSURANCE COMPANY )1/ W. Brent LaGere, Chairman & Chief Executive Officer STATE OF OKLAHOMA ) COUNTY OF LINCOLN ) SS: On this 8th day of July, A.D. 1987, before me personally came W. Brent LaGere, to me known, who being by me duly sworn, did depose and say; that he resides in the County of Lincoln, State of Oklahoma; that he is the Cltalrman and Chief Executive Officer of the National American Insurance Company, the corporation described in and which executed the above instrument; that he knows the seal of said cor- poration; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order. •+oT qI PUBLIC S L IT Tt OI Notary Public My Commission Expires August 30, 1995 STATE OF OKLAHOMA ) COUNTY OF LINCOLN ) SS: I, the undersigned, Assistant Secretary of the National American Insurance Company, a Nebraska Corporation, DO HEREBY CER- TIFY that the foregoing and attached POWER OF ATTORNEY remains in full force. 1st day of April 19 92 Signed and Sealed at the City of Chandler. Dated the NB(1)0589 .daie ate- - ...a(_- Winifred E. Mendenhall, Assistant Secretary 'I`;R 25 '2 2. 11. •c? 111.R; BOSTICK- 1101'IARCH INS. FAX 9 4R1 AAA (iIK PIIR WNW: ir LICENSE OR PERMIT PC2.'D C"'i ►,.� EC , V ED t''„ p+� Iwy Bond No. P.� NB 109462 u�:rw A;,.:. mzm BY Ti,^,,.SE PA.ESENTS • `!"" Gaston Brothers Excavatin as �,•� j That NC, _ ...� .... S ._i�C�Q'c.i, and National American Ynsurance Company / d corporation organized under the ! 3SJS of C.`lE Stale of Nebraska having its principal ef f ce :^ Chandler, Oklahoma and authorized to buo:.neoe or: Surety in the State o4 Washington , as Surety, firmly bound unto City of Tukwila - Dept. of Public Works 1,==a tier are, held the arid .'"~'Two Thousand and no • lawful money of the United 5tat.es, for which made, we bird ourselves, our heirs, executors, .1 by assigns, ;o. ^1y and severs.: ;�, firmly, y, , t::sse Wmr.s, the said Principal has applied to permit H ?ULING PERII+IIT as Obligee, :r, penal sum of $2.000.00 Dollars, payment, well and truly. to be administrators, successors and presents. said Obligee for a 14Aance. cr (Describe. nature of license' or permit) 1mq, T7ri 'tr ePOD^., UT CGtT•ZTIJT 02 :'_NS nlitxz'.TIt:N t $ ,iK'•� •r A1'. : r. ram Sava Principal shall indemnity said Obligee M t all loss to it caused by said Principal's breach of any ordinance, r »1e or regulation re'_atin; thereto, then the above obligation shall be void, otherwise tc be and recta'_. ^, in full force and effect. nnv"J D, THE L P3Et.I Y oz THE SURETY upon this bond sr1all be and regain ttu _ toxce and et*_ect for the full period 04 the certificate, license, or par :it issued to mho Pr :r cips1 above named but not naynnd 19, 93 ,, or ten days after receipt by the Obligee of a krirran notice signed by such 5uretY, or it authorized agent, staging that the LidlaJ.laty of auoh Burety is thereby terminated and r..wnr.Plod. Provided further, that nothing herein shall affect any rights or liabilities which. .shall have accurcd under this bond prior to the data of such termination, • This bond may be extended fora .further tom by the issuance of a Continuation Certificate signed by the gusty. Dated April l ./ =g 92 Gaston Brothers Excavatin Principal BY: National 'Americana In u Su :•ety Byi Mary L. Fa •� 'Attorney -in -Fact i� s1c,�i so' ruutrva, Proposal Submitted To Name '5(..1A&'VI.,Cd U.C. Kl . 11%4 C. . Street 4C4t\ 50. R'jAr`I 4tot "'f'ak,L+.aL) City MAI..WV -14 State WA, Phone 1Z-'5 —I O 1 L• r 'Sheet No,__t.__► __.. Work To Be Performed At: Street. 444.(•......•. S •4N) ` l,.. •.• _ City '44 i,., t(.-Lb4 . .... State iw9 A Date of Plans M ARC... k .. S'.. -... t° t \ Architect Lei PoC.l!t L.• tkib 1 Wtr 1't4C.., We hereby propose to rnlsh the materials and perform the lab r necessary for the g0_ISpletlon of ( %t VF 4- C>tP R. srettNl ¢f$G L lot.L.L. ?az. pc-t S IAC ip cOs PRotAos A►-, 14NO �RTAi.ktir'to1■1. DP . tfyS�E iaR t4fJ,tD' 56c>rt..t i2., 114t.)06).etp t),.Wrti `1'�. `. �. =.... F?• oet.1 J at ok.?R, Te.44 1:)1461 coAV 1'loN CcfaTur JtMNITS' (AJ ln.)}'at,.S., "110 kec -1 Q Fs .9"1 tks49 eg. CR•Ac �a1✓ w Ltd.. ALS ptoocom 5Wo vativ itrS aC�. Gf..u,.tta, Dflt2,OtlOIL ON, ....dc-,-.4)4.t> ..44 Cokt,C.R 'G. CY1 l0, Des.16 -4 PRcw■ •5-1' iR, • • All materiel Is guaranteed to be es sacti.ed, and the above work to be performed In accordance tth the drawings speoiflcations submitted for above work and completed in e substantial workmanlike .nner for the sum oilers (3V'4 CO. oC ). with payments to be made as follows: ' Cow \FC.E.TtON OP CON L. 0.60 Ct. V Any alterotlon or deviation from above SPOOlfloatlons involving extra coats, will be executed only upon written orders. and will become an extra charge over and above the estimate. All agreements contingent upon strike., accidents or delaya beyond our control, owner to carry fire, tornado end other necessary insurance upon above work. Work. men's Compenastion end public Liability Insurence on above work to be Men out by M Respectfully submitted AA • C•• CogtetirC Per I ON ..ww/.yyiy,y Note --This proposal may be withdrawn by us If not accepted within t C> days. • t ; �>> ;�; r��c�� TANCE OF PROPOSAL • • l !7$, :r�v'+�r ",tory end are hereby atop P1 tY��^'�.,:Yi '• C . /' A, sox loge 4:wy�'. 4, ;�'FM;P,i.4 . ^� fit �'il711w� Signature Signature jr • � M �.�r .tom) 947• -7788; r;'• .(290 ss- y.®OC? :,1 nclrstnini VE GULA PRESIDENT SEAGU INC. 4411 - ' ' AN WAY #101 SEATTLE, WA. 98178 q / -o ;? .51r /2092 -' ©o 3-3 ' ACORD ; CERTIFICATE OF INSURANCE ; ISSUE DATE (MM /DD /YY) 03/26/92 PRODUCER Erwin Dot & Co. , Inc. Bostick - Monarch Ins. Inc. ° 11 -105th SE PO Box 1848 Bellevue Code WA 98009 - Sub -Code INSURED Gaston Brothers Excavating 10740 Myers Way South Seattle WA 98168- ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CON- FERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, COMPANIES AFFORDING COVERAGE COMPANY LETTER A American Star Ins. Co. COMPANY LETTER 8 COMPANY LETTER C COMPANY LETTER D COMPANY LETTER E COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR; TYPE OF INSURANCE A ' GENERAL LIABILITY ---+ (X)�COMM GENERAL LIABILITY CLAIMS MADE X OCCUR I XjjIOWNR'S 6 CONTRCTR'S PROT X ]'STOP GAP A ' AUTOMOBILE LIABILITY - - -+ ANY AUTO ALL OWNED AUTOS X SCHEDULED AUTOS X HIRED AUTOS X NON -OWNED AUTOS GARAGE LIABILITY - EXCESS LIABILITY FJI i UMBRELLA FORM , OTHER THAN UMBRELLA FORM POLICY NUMBER AMS 5514662 AMS 5514662 WORKER'S COMPENSATION EMPLOYER'SDLIABILITY -r OTHER POLICY ' POLICY EFF DATE ; EXP DATE 06/01/91 06/01/92 06/01/91 06/01/92 DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES /SPECIAL ITEMS Seagull USA, Inc,; City of Tukwila., and Steve Goula are additional insureds as respects their interest in the ollowing project; Retaining Wall for the City of Tukwila, project number PC91 -095 =CERTIFICATE HOLDER Seagull USA Inca P.O. Box 187604 Seattle WA 98178 -0604 LIMITS GENERAL AGGREGATE PROD-COMP/OPS AGGREGATE PERS 6 ADVERTISING INJ EACH OCCURRENCE FIRE DAMAGE ONE FIRE MED EXPENSE ONE PERS N), COMBINED SINGLE LIMIT BODILY INJURY f BODILYEINJURY $ (PER ACC) PROPERTY DAMAGE IS IS is It 1 i 1 Is EACH OCCURRENCE AGGREGATE EACH ] STATUTORY LIMITS ACCIDENT DISEASE - POLICY LIMIT DISEASE -EACH EMPLOYEE 2,000,000 2,000,000 1,000,000 1,000,000 50,000 5,000 1000000 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO MAIL SUCH NOTICE SHALL IM- POSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES, AUTHORIZED REPRESENTATIVE e) ACORD 25 -S (1/90) + ACORD CORPORATION 1990+ March 13, 1991 Mr. Gary Schulz CITY OF TUKWILA Department of Community Development Planning Division 6300 Southcenter Boulevard Tukwila, Washington 98188 Subject: New Retaining Wall for Seagull U.S.A., Inc. 4411 South Ryan Way Seattle, Washington 98178 Dear Mr Schulz: ®dd IPuci#ic E N C 1 N E E R 1 N C, I N C . The purpose of this letter is to apply for a waiver to the moratorium on development in sensitive areas imposed by Tukwila Ordinance No, 1544. Mr, Steve Gula, owner of the above referenced property, would like to construct a concrete retaining wall along the west property line of his property adjacent to Martin Luther King Jr. Way South, (SR900) as shown on the enclosed permit submittal drawings. The proposed improvement will eliminate the steep grades within the State of Washington right -of -way where sloughing and erosion of the existing earth bank results in a maintenance problem due to accumulation of earth on the paved shoulder of Martin Luther King Jr. Way South. Mr, Guia is willing to do this work at no cost to the State of Washington and hopes that construction can take place during the drier summer months. We appreciate your prompt consideration of the proposed improvement to the subject property. Please call if you have any questions or require additional information. Very truly yours, DODD PACIFIC ENGINEERING, INC. Bv: E. Frank Hofineister, P. Associate EFH:jb c.c. Mr. Steve Gula, Seagull U.S.A. Enclosure 0006000\41h1se.gulN 020 Minot N. Suite 200 Seattle, WA 98109 TEL 12061 682.1500 FAX 12061682.2623 388 Matkot St. Suite 400 San Francisco, CA 94111 TEL (4151781.1500 FAX 14151296.2590 Nationwide (8001621.7300 t, SEAGULL U . S , A . 4411 SOUTH RYAN WAY SEATTLE, WASHINGTON ATTN: STEVE GDULA RE: NEW RETAINING WALL FOR SEAGULL U.C.A. 4.41 1 S. RYAN WAY SEATTLE, WASHINGTON MARCH 6, 1992 SID PROPOSAL 1. MOBILIZATION PLUS SUPERVISION t 2,000.00 2. EROSION CONTROL 1,125.00. 4,112.00 S. TEMPORARY JERSEY F R I E'N Q.. MASS . EXCAVATION- -2 , 1 SO CUBIC YARDS 100 'C. Y . OFF SITE, SSC' C.Y. STOCK PILED TO BACKFXLL AND GRADING $ 23,772.0' $ 1,50460 S. FOOTING E. BSACKFILL —DRAIN ROCK, CHECK DAMS AND DRAIN PIPE TOTAL BID PLUS:- ANY APPLICASLE TAXES ALL WORK ACCORDING TO PLANS, SPECIFICATIONS BY DO ENGINEERING, INC. . THREE PAGE:: OF PLANS DATED 3/S GASTON BROS. EXCAVATING, INC. GAR . GASTON PREQ<DENT ckw /GLG .r • 12822 4th SW • Seattle, WA 98146 • (206) 241.0827 2 Date 5 (O 4rne PM ' WHILE YOU WERE.DUT M of Phonef .)44 Area Code 7 TELEPHONED CALLED TO SEE YOU WANTS TO SEE YOU Number Extension:' PLEASE CALL'` WILL CALL AGAIN URGENT RETURNED YOUR CALL: Message lH 1/21 e AMPAD EN ; o0 ems 't„G crll�l�. WHILE V06j .,WERE ®UT M of Phonef ) Area Code Number'.'?;'' Extension': . TELEPHONED CALLED TO SEE YOU WANTS TO SEE.YOU PLEASE'CALL':'' WILL 'CALLAGAIN'. URGENT RETURNED YOUR Off/ /lj� •d r. , • . // ;.�V., fr. Operator AMPAD e EFFICIENCY® REORDER'. City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington' 98188 John W. Rants, Mayor March 5, 1992 Mr. Steve Gula SEACO AVIATION FUELS 4411 South Ryan Way Tukwila, WA 98178 RE: Building. Permit Application #91 -095 Seagull retaining wall, 4411 South Ryan Way, Tukwila Dear Mr. Gula: The Planning Division has completed our review of your building permit application for the above project. We approve your proposal, with the following conditions as noted below. CONDITIONS OF PLANNING APPROVAL OF BUILDING PERMIT Your Landscape Plan (submitted 2/26/92) is to be amended at the time of implementation as follows: V' '1. Washington State Department of Transportation (WSDOT) - -7; divseed right -of -way: `y? The landscape proposed for the area below (to the west of) the lower retaining wall may be substituted with hydroseeding to meet WSDOT requirements. 2. Douglas -fir trees originally proposed for WSDOT right - of -way shall be relocated as follows: A. Four Douglas -fir trees shall be planted along the west side of your property (east of the lower retaining wall). B. Four Douglas -fir trees shall be planted at the southwest corner of your property. Implementation of the Landscape Plan and above conditions must be completed within one month of construction completion. Phone: (206) 433-1800 • City Hall Fax (206) 433-1833 4 M Mr. Steve Gula Seagull retaining wall, 3/5/92 Page 2 The purpose of these conditions is to ensure that your project meets the intent of Tukwila's Sensitive Areas Ordinance while responding to the constraints of WSDOT requirements. As the developer, you are responsible for obtaining all necessary approvals from WSDOT prior to beginning any work in their right -of- way. If you have any questions regarding this, please give me a call at 431 -3670. Sincerely, Ann Siegenth• er Assistant Planner cc: Permit Coordinator John Pierog, Public Works Permit No: PW92 -0054 Status: ISSUED Project: SEAGULL USA Address: 4411 S RYAN WY Location: Parcel #: 032304-9034 Wetlands: 0 Contractor: LAND ALTERING Watercourse: 0 u t OWNER SEAGULL USA INC. _,•.;. 4411 S RYAN .,WAYr', SU:I-TE''3-01, ENGINEER DODD PACIF:ING'INEERING 820 MINOR AVE N,., #.200,`, SEATTLE, WA :98109` •.: * * * * * * * * ** k** * * ** **plc k * "* * * *'k *i4c Ar *' **** *•k * * *' ***lock* k,** ****:k;ilr ******* *k *** *•k****** Issued: 05/07/1992 Approval Letter: 03/03/1992 Expires: 11/03/1992 Slopes: X License No.: Xr ;78098, SEATTLE WA 98178 Phone: 206- 682 -1500 Additional Defscr'i ption:. < Grading /Fi11 (Y�a,ds)• -C ' •,,. Permit F,ee� Plan Check fee: 0tff"eir :7 .. 0(1672v\ F,i 11: 1.80.00 30. O 7 o t`a 1 .'� ;� 1672 '1 AccountNo OO,Q/322^1y00 Account No,: `OOOa/:�345'E30' Jl Account No: 000/.386.9,04 `'i' 210 00 Va 1 uat i on : 100",'000:00M Total FF.ees•;,�. • * * * * *k * * * * *4,4 , 4* k*****-* ih*.**** �C*** k*`* �t******* *kk * * *** *)6i44k *k * *k * **** ****** { ' f ....� i ` ;, „lf I hereby ,ce }r•tify_•..•that I have 1read and exam ,ne'd,-•th,i s permit', an'd'' know: ;`the same to be tr 9e !and correct.,.:., A11`- .provisions.,•;of ,law_anc ordinanc.es�:gover n:i,ng this work wi l l �:�bie compel i e•d th, ' whethe5r specs i edf herei n or not The gra�n'i ng of this pernii t doesl not presu're';;to,•gi,ve author-i ty• °t'a violate or cancel 'the provisionslof any other1- stat•e;•�or% local laws regulating construction jor, the performance, of .work; I'tiani author i:zed,,tosign for' and obtain this-Land Altering permit. :This permui�,t„•usl�;al'1 become'riu =1': and.,void it;the work�Eis not commencedS'within 180'days from the date��.• issuan'ce,or if ,tha,,work r`isf suspended 'orb abandoned for a period of ' 80; days,•from "}the pl'ast >:;"inspec;tion. THE AP�'LICANT MUSt ` j' 'E CITY SPECTOR /O,F C0 ENCEMENT AND COMF•LETION OF WORK AT � ��► 24 •URA{ TN ADVA► E. ;F,OR'IAN/INSPECTION CALL 433, = 01°79. Date: r4 1. .; Signet'. ** * * * * ** nom. * ** APPROVED FOR ISSU ***. k** * * * * * * * * * *kk1 *k * * * * * *; *;1,,* * *k Issued By. , r� "'a xl Date:�J"—�" Authorized "�Per i�t Center,,./ S{i. n�at'Ur e' * * * * * *'k * * * * * * * * * * * * * * * **** *1k * *.lc * * *9i'k k- *,.'k * *: *,; * *'** k * * * * * * * * *'k *'k * * * * * * * * * * ** I hereby certify that the perm'j t o l der,.a,whos.e+: na;rne . %and address appears on this record has sat isf actor i l y niet`tsh�ew's'tand.ardS and conditions for this project approved herein. **, * * * * * *'k * * * * ** Final Inspection Approved By: Inspector Signature Date: Ir STORM DRAINAGE Permit No: PW92-0055 Issued: 05/07/1992 Status: ISSUED Approval Letter: 03/03/1992 Project: SEAGULL USA Expires: 11/03/1992 Site Address: 4411 S RYAN WY Location: Parcel #: 032304-9034 Watercourse: 0 Wetlands: 0 Slopes: X Sewer: N/A Water: N/A OWNER SEAGULL USA INC. 4411 S RYAN WAY SUITE30102.- BOX,T78098, SEATTLE WA 98178 ENGINEER DODD PACIFIC ENGINEERING'- Phone: 206-682-1500 850 MINOR AVE 14, #",200, SEATTLE, WA 98109' **********************,*************************************************** • • Additional Permit Ce-&cription:, Existing Square feet: ,, AdditiOnal'SquareFeet: New Square fle'et:„:, -, InspeitiqhFee: 4- 15.10,0 Plan "Chei.bFe.e: 40:00,,i, .i.i,' '-,-- , , _ ,. • TOTAL FEES,: ,,,,-,..,,, , '' 25.00' \ ,• ••■ : King CountyVluat-ion:,: If ; Value of Construction: 400,000.00 **************,*********************************.w*****************4******** I hereby accept thispermit 'and;ame ',to abide,a11:applicable sections of- the City of TUkWila, Municipal Code;.,,,Yegre6 that th,e-City of Tukwila shall be held harmless for all on any :claiimarisingas a result of this projept. Permits which have lapsed, beyond the expiration date shall require'a*,°:, reapplicaa4 and reissuance.,,,9fthe permit through the City :at an;,adOtional , 1 / 4 fee. \.:(;'. v , , • JJ. . - e '' - _ .; r, i( -/) THE APPLIC\F'J1 MUSJ- OTIFY THE CITY NSPECTpR\OPCOMNENCEMENT.AND COMPLETION OF WORK AT'LE ADVA . ITO;SCHEDULE.AN INSPECTION CALL 433-0179. , ...• TV i 5 a Tit-122.1 Q.1" ,, ,0, , Comp-any: 5..e ' laL,v5A Inc. **************** **, "" . ******************************* ****%***************** APPROVED FOR ISSUANCE, BY JAP Issued By: 1/4._sleilikruiL V,:,,:atti2,0- c" _, • ,, , Authorized Permit -c er.T.ce.iss,i g n a t u_r,e,---:::;,;%-:,,,„:Y..-.,„, ********************************'W-liI.k***;************************** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. ,14 Act N�: 412/342.400 Acct No: 000/345.830 ,• ' ' Final Inspection Approved: INSPECTOR SIGNATURE DATE • C _ City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor January 22, 1992 Mr. Frank Hofmeister DODD PACIFIC ENGINEERING, INC. 820 Minor North, Suite 200 Seattle, WA 98109 RE: Building Permit Application #91 -095 Seagull retaining wall, 4411 South Ryan Way, Tukwila Dear Mr. Hofmeister: The Planning Division has completed a preliminary review of your building permit application for the above project. We cannot yet approve your proposal, as it does not comply with Tukwila's new Sensitive Areas Ordinance (SAO). Some SAO requirements, such as a claim waiver and covenants, were previously waived for your project. However, the project must still address the SAO requirement for re- vegetation of cleared slopes. According to the SAO: "Where any portion of an area of potential geologic instability is cleared for development, a landscaping plan for the site shall include tree re- planting with an equal mix of evergreen and deciduous trees, preferably native, and approved by the Director of DCD. Replacement vegetation shall be sufficient to provide erosion and stabilization protection" (TMC 18.45.080(E)). To meet the re- vegetation requirements of the SAO, the landscaping shown on your site plan of 1/7/92 must be revised as noted below. 1. Replacement tree quantities: Based on site inspections, approximately 18 trees will be removed by your project. Show a minimum of 18 replacement trees, with at least 60% located on the lower slope. 2. Replacement tree species: Replacement trees must be at least 50% native species (see attached list). Due to the shallow soil on the slope, the required ratio of deciduous to evergreen trees can be adjusted, if such an adjustment would increase the likelihood of tree survival. Phone: (206) 433.1800 • City Hall Fax (206) 433.1833 Mr. Frank Hofmeister Seagull retaining wall,. 1/22/92 Page 2 3. Shrub /understory plantings: Supplement the ivy plantings on the lower slope with native shrub plantings (see attached list), spaced a maximum of 5 feet on center. 4. Permission to plant WSDOT right -of -way A large portion of the excavation and re- vegetation activity required for your project must occur on Washington State Department of Transportation (WSDOT) right -of -way. You will need to submit documentation from WSDOT which gives Seagull, Inc. permission to undertake these activities on WSDOT property. Before we can complete our review of your permit application, the revisions noted above need to be submitted. When the project meets all of the requirements of the SAO, Planning can then forward the application to other departments for their review. If you have any questions regarding the Sensitive Areas Ordinance or the permit application process, please give me a call at 431 -3670. Sincerely, Ann Siegen aler Assistant. Planner cc: Permit Coordinator Mr. Steve Gula FROM % Ii)SDOT DISTRICT 111 t'd7C iransmittal Memo 7672 G Compeny] Location -- Q u 1 Fax* l02-3` 77/7) Comments Telephono A TO% 1 206 723 7770 No. of Papas ' From J (�, • C C...kega.' y VVS Cr/ Loo it Vbt Fax* Original Disposition: FEZ' 4, 1992 12:33PM kt42? P.01 Todays Date Tlma .• • ,.. .._. ..._._.... Atiqc_ti lhu:UIrtaiii.At Lint; .... Dept. Charge �7 �'7 Telephone' 32 2 'r ! rv7 ? 7 ❑Destray L]Return '�[a�Calilorpickkup 1 Construction Requirements 2 The case and cover shall be adjusted to the new pavement grade either by 3 resetting the case or by installing riser rings between the case and cover. The 4 adjusted elevation of the cover shall be 1/4 inch to 1/2 inch below the level of 5 the finished pavement. 6 7 When resetting the case and cover, the case shall be removed in a manner 8 that will not disturb the monument. Then the case and cover shall be cleaned 9 and reset in accordance with Section 8-13 and Standard Plan H -7. Riser rings shall be fabricated as shown in Standard Plan H -7. 10 11 12 Measurement 13 Adjusting monument cases and covers will be measured per each. 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 Payment The unit contract price per each for "Adjust Monument Case and Cover" shall be full pay for completing r work as specified.. ROADSIDE SEEDING ,,. Description au� /5 74� Where shown in the Plans of iv/here designated by the Engineer, the Contractor trartor shall perform roadside seeding operations. Construction Requirements Section 6.01,3(4)A is supplemented by the following: Seed Grass seed, of. the following composition, proportion, and quality shall be applied at the rate of " 00 " pounds per acre on all areas requiring roadside seeding within the project: gO11 LI A Kind and Variety of See i in Mixes, Colonial Bentgrass Red Fescue Perennial Rye White Dutch Clover (pre - inoculated) Weed Seed Inert and Other Crop TOTAL % Ry Weight 10% 40% 40% 10% Minimum % Minimum % Pure Seed aentaatfen. 9.80% (min) 85% 39.20% (min) 90% 39,20% (min) 90% 9.80% (min) 90% 0.50% (max) 1.50% (max) 100.00% Section 8.01.3(4)8 is supplemented by the following: Fertilizer The Contractor shalt apply sufficient quantities of fertilizer to supply the following amounts of nutrients: DISTRICT 1 SPECIALS July 24, 1909 DTi 27 • FROM: WSDOT DISTRICT #1 TO: 1 206 723 7770 FEB 14, 1992 12 :34PM #427 P.02 1 2 Total Nitrogen as N • " 135 "p' pounds per acre. 3 4 Available Phosphoric Acid as P205 • "°" 601" pounds per acre. 5 6 Soluble Potash as K20 -'"'" 60 pounds per acre. 7 8 95 1" pounds of nitrogen applied per acre shall be derived from 9 ureaform or ureaformaidehyde. The remainder may be derived from any 10 source. 11 12 The fertilizer formulation and application rate shall be approved by the 13 Engineer before use. 14 .- 15 Section 8•01.3(4)8 is supplemented by the following: 16 17 First Application of Fertilizer 18 The Contractor shall apply sufficient quantities of fertilizer to supply the 19 following amounts of nutrients: 20 21 Total Nitrogen as N - ^ 30 """ pounds per acre. 22 23 Available Phosphoric Acid as P205 •'"°** 30 ""'°' pounds per acre. 24 25 Soluble Potash as K20 - ft" 30 "ck pounds per acre. 26 27 The fertilizer formulation and application rate shall be approved by the 28 Engineer before use. 29 30 Second Application of Fertilizer 31 A second application of fertilizer shall be applied by the Contractor during 32 the period of March 1 to April 15 of the year following tho first fertilizer 33 application. 34 35 The Contractor shall apply sufficient quantities of fertilizer to supply the 36 following amounts of nutrients: 37 38 Total Nitrogen as N • "-" 1354°" pounds per acre. 39 40 Available Phosphoric Acid as P205 - ""°' 60 "'°' pounds per acre. 41 42 Soluble Potash as K20 - *." 60 "°"°" pounds per acre. 43 44 '"°" 95 ""* pounds of nitrogen applied per acre shall be derived from 45 ureaform or ureaformaidehyde. The remainder may be derived from any 46 source. 47 48 The fertilizer formulation and application rate shall be approved by the 49 Engineer before use. 50 51 Section 8- 01.3(5) is supplemented by the following: 52 53 54 55 Mulch "at Wood cellulose fiber "°"" mulch shall be applied at a rate of '"°" 2,000 pounds per acre. DISTRICT 1 SPECIALS July 24, 1989 oT1 20 FROM: WSDOT DISTRICT #1 TO: 1 206 723 7770 FEr 1992 12 :35PM #427 P.03 17 (2- ReAtIkat-sey`13.01-r- /CI- be pt-ni.e.c&2.c), y berm pe..)--\/.634007- 1"16, prc; cci1 bN W S`D OT `�h..I 1, b pQ1r ! G c� c.�chczc( \IL Dor- r...{ pp /Cz-mQ N6 32;.orvck rc( Spa_c1' 'I'C'c (61, 3 a 010 3C40A al-- CL/)/ of d a-01. '5(51 au C'C/N J6 ae, o xc.h cct r Q / ON C ' r 6h NoLa ; N( c"( MAR 0 2 1992 CITY Qr UKWILA PLANNING DEPT. � Washington State -O� Department of Transportation District 1 15325 S.E. 30th Place Bellevue, Washington 98007 -6538 (206) 562 -4000 Miss Ann Siegenthaler 6200 Southcenter Blvd. Tukwila, Wa. 98188 February 28, 1992 Duane Derentson Secretary of Transportation INE1W MAR 0 3 1992 ut-Eu \ILA SR 900 MP 5.92 CS ' 796,P1-ANNfNVDE T. Seagull USA Retaining Wall Review Comments Dear Miss Siegenthaler: This letter is in response to our conversation with Steve Gula of February 28, 1992. We have requested him to submit an erosion control plan in our letter dated February 12, 1992. In a conversation we held with Steve Gula on February 13, 1992 we told him he could Hydro Seed the slope in our right of way. If the City of Tukwila requires landscaping within the right of way, the following procedure would be necessary in the landscape review: 1. Review and approval by our District Landscape section. 2. Approval from WSDOT Headquarters Olympia. 3. Approval by the Federal Highway Administration. This may result in aQ.airspace Ieaseand would require c n qes in our right of way plans.? This process takes between two and six months, without a guarantee of approva[ If you have any questions please contact Don Hurter at 562 -4274 or Vickie Erickson at 5624297 of my Developer Service section. ' Sincerely, •JOreel& 440/44 Gerald R. Mahlum Acting Utilities /Developer Services Engineer VEE:vee cc: Steve Gula Seagull USA FROM WSDOT DISTRICT ##1 Ar, TO: 1 206 723 7770 FEB 3, 1992 1 :09PM ##392 P.01 Washington State Department of Transportai District 1 15325 S.E. 30th Pin= Boilovuo, Washington 98007. 6530 (206) 562.4000 Mr. Steve Gula P.O. Box 78604 Seattle, Wa. 98178 -0604 Dear Mr. Steve Gula: Post -It'" brand fax t ansm�ittal momo , N of pages r YaC" " .jl fw��CX �. L . ) iiiiiiiinErAWAII Fax ji QM, RE����I ifigeoszwym February 12, 1992 SR 900 MP 5.92 CS 1796 Seagull USA Retaining Wall Review Comments This letter Is in response to our conversation of February 12, 1992. We have no comments on the construction of the retaining wall. Before we can issue a permit to work within our right Right of Way. We need the following comments addressed: 1. We will need to see an erosion control plan for the slope stabilization after your work is done. 2. Also we need to know how you plan to protect the ends of New Jersey Barrier. If you have any questions please contact Don Hurter at 562 -4274 or Vickie Erickson at 562-4297 of my Developer Service section. Gerald R. Mahium Acting Utilities /Developer Services Engineer VEE:vee cc: JoAnn Siegenthaler City of Tukwila 1 :8lion [MAR 0 2 1992. CITY 1 UKWILA PLANNING DEPT. MRR —e5 -1992 12:17 FROM Proposal E0 I ESS CO INC--. OHNHRAt, CONTRACTORS 11.11111111P011111111 NE .11111 17325 139th AVE, N,E„ WOODINVILLE, WA 98072 (206) 4088881 Proposal Submitted To Na Str, .et P .0. SOX _ 78604 Ctt SEAT __ m Ste Pe WA. 98178 Tel phone Number.1206) 720-7770 C C f-ryJ r •J�ti�•y Proposal No. 04 Sheet No. 01 Dote DECEMBER 18, 3.991 Work To Be Pe rformed At Street 4411 Ott!1+H RYAN WAY "ity �EAT�'LF S10te�6CA Dt.`e of Plans Arc h,`ect _DCtD.D_ &CIP'IC 'NG%II`LF.ERIAG V1 a hereby propose to furnish all the materials and perform all the labor n, cessary for the completion of it..TAINING WALL a WEST OPERTY LINL OF ITE..L1 TED ABOVE. OL1R PROPOS,A,L__ INCLUDES FORM & POUF' IN PLACE CONCRETE RETA I1% p NG WALLS , AS SAWN ON . 11R WINGS 8Y ' DO1g PACIFIC ENGINEERS LATEST RE`7IST,PN. WE EXCLUDE STEEL PIPE, GUARD RA _LS AND ANY LAND c'RAP_INO_ LESS CO_.I.NC IL INSTALL SLEEVES FOR GUAM R ,IL FURN SI HED ,$ jam" j_,_ E ANY EXCAVATION, BACKFILL, COMPAC':ION. DRAXNAGE, AND ZON CONTROL. PERMITS AND INSPECTION COb"S BY OWNS , All material is guaranteed to be as specified, and the above work to be performed in aeco. 1 and specifications submitted for above work and completed in a substantial workmanli THIRTY TWO THOUSAND TWO HUNDRED EIGHTEEN AND NO /00 with payments to be made as follows* 100% OF WORK COM ,T D SY TH_E ZND OF EACH MONTH . TAXABLE BY THE TENTH OF THE '_LO ,nner oilers IS the drawings for the sum of 32,218.00). Any alteration or deviation from above specifications involving extra costs, will be executed only upon become an extra charge over and above the estimate, All agreements contingent upon strikes, accidents or de Sys t, ,'ond our control. Owner to carry fire, tornado and other necessary insurance upon above work. Workmen's Compensi 'ion ano Public f Liability Insurance on above work to be taken out by ESS CO INC Respectfully submitted ESS CS) INC Note — This proposal may be withdrawn by us if not accepted within days ACCEPTANCE OF PROPOSAL The above prices, specificotio'd conditions are sotisfact, and are hereby accepted. You are authorized to 'o h work as specified, Payment will ;, ' ode as outlined above. STEVE COl nature . . cepte ueerr cump,r,etiea, zee mrcnetect /engineer ana oa.rier will immediately notify the Contractor of any changes in the design. Contractor, will tFyen determine if thy- project can be constructe �.' thin the price. As e ee final nlans .. .nd enenlfieetieme al-m ; n� rnmro'i n1-nr4 +tin Contractor will keep the Owner apo'ised of any changes in the Price cau, :ed by changes in the scope of tI a project. Contractor is not liable for damages for errocs and ciscrepancies in the plans unless Contractor is aware of su.:h and foils to input to owner or Architect /Engineer. 4. Contractor will comply with the regulations of any authority bearing on the performance of the work, however there exists the possibility and perhaps likelihood that exiting construction and land use provisions at the work site, may preseetly fail to comply with appl:cable codes. Because the Contractors wor'c under this Construction Agref rn grit may draw into question whether thl 0WrIet a ii'it did @a U confcrms to existing zoning or land use regulations, there may therefore be additional costs incurred in br:.nging work up to ap- plicable codes and regulations due to nonconformity or prior designat- ed land uses. The owner agrees that if changes are required by munici- palities for such additional work and materials buyond the scope of aporoved prints submitted, Owner will pay for such additional work and materials on the bases of a change order and modifications of the Contract price and completion date. Such changes shall include, by waxy of illustration and not limitation, compliance with Environmen- tal Protection Agency rules and regulations, Air and Water Pollution Control Agency regulations and other agencies and authorities. 5. Unless otherwise provided herein, the Owner agrees to make payments by the 10th of month following its receipt of each monthly application for payment. The owner shall pay directly to the Con- tractor the appropriate amounts for which request for payment is made therein which request shall reflect the deduction of the aggregate amount Previously paid by owner. Retention is not to be withheld from any payment for completed work without the Contractor's prior written consent. Therefore the Contractor shall be paid One Hundred percent (100 %) of the proportionate amount of his fee with each progress payment. and the balance. if any, shall be paid at the time of final payment. 6. if for any reason extra work is ordered in writing or orally by the Owner or his representative, and the compensation for such extra work cannot be agreed upon in advance, such work will be Maid at Contractor's regular hourly rate, unit prices attached, or material costs plus 15% if not covered by unit prices, whichever may apply and will become an extra charge over the sums mentioned in this agreement. 7. The Contractor agrees to comply with. and make all payments required when due, under Workmen's Compensation laws, Unemployment Compensation Acts, and Social Security Acts, and to furnish the Owner with evidence of such compliance when so requested, and also agrees to comply with all applicable laws and regulations. UNIT Pf ICE CONSTR.ICTI`)N AGREEMENT THIS AGRELMENT made and entered into thi x day of , ~ember Z0.1,11. by and between, Seagull USA, inc. hereinefte called Owner, and VAN p� CONSTRUCTION, In. hereinafter called Cootra.'tor. WITNESSETk TNrnNST.nFgATTn10 .,a '. ..,,•+.1•..1 .,....r......,.... .,..a .,....,. conditions contained herein, the Owner end Oontractor agref follows: as 1. The Owner,for the full,complete and t3ithfo1 performa. ',ce o' this contract, agrees to pay to the Contractor the unit pric.+s in g iatrIM Mi d, tbilAilliggh6ga niiiii' aAPW.IgaVi amailY001C9 Ina Aug dug shall be secured and rid for by the Owner, unless otherwise specitti.ed herein. 2. The Owner, war ants that he is the owner of the premises hereinafter described, in Wing County, State of avast ington upon which the construction hero+in is to be performed: . 1 11 ■......1111.■11 . + ,7OS NAM1:: Seagull USA, Inc. }� CONTRACT PRICE: (See attachment .,or unit prices $ 44.900.00 PI III TOW TF CS791 TrORI F ,S, i ne contractor agrees to rurnIsr all labor an . matera,a.ls and perform all work necessary for the constr..'ction of: Total prices attached. Work to be done in accordance with the proposal drawings, plans and specifications and contract documents for said construction, attached hereto or marked and designated as �i■l1■ii■ wrmwattgm.oyq v If the final working drawings and sLecifications have not 12 '04- 91 15:09 IN2O6,1382 2623 December 3, 1991 Ms. Denise Millard, Permit Coordinator Department of Community Development CITY OF TUKWILA Tukwila City Hall 6200 Southcenter Boulevard Tukwila, Washington 98188 Subject: Seagull U.S.A., Inc. Retaining Wall 4411 S. Ryan Way Tukwila, Washington EPIC -13 -91 and Permits Dear Ms. Millard: DODD PACIFIC EKG 444 TUK PUB WORKS ammo t o Budd Pacific E N G I N E E R I N G . I N C. 0c5- It is requested that the expiration date of our permit application EPIC -13 -91 be extended from September 7, 1991 by 180 days to allow for the completion of the processing of the building permit. Preparation of final plans were delayed pending completion of the SEPA review and the requirement for compliance with the Tukwila Sensitive Areas Ordinance :, These reviews were completed on October 1, 1991. The owner is now arranging final financing for the project and it is anticipk ted that revised plans will be submitted for a building permit in the next 21 days. Please call if you have any questions or require any additional information regarding this appeal. Very truly yours, DODD PACIFIC ENGINEERING, INC. By: EFH /mp cc: Mr. Steve Gula, Seagull U.S.A. H2O Minoe N 8 rite 200 Seanle, WA 9E 109 TEL (206) 602.1800 FAX (206) 6UV. 621 388 Market St. Suite AGO San Francisco, CA 94111 TEL (415) 7811800 FAx 14th) 74105143 Nationwide (8001621.7300 1002 CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 December 9, 1991. Dodd Pacific Engineering E. Frank Hofmeister, P.E. 820 Minor N. Suite 200 Seattle, WA 98109 RE: Request for Extension on #91 -095 Seagull USA Dear Mr. Hofineister, PIIONE q (206) 433.1800 Cary L. Vanbascn, Mayor The extension you requested in your letter dated. December 3, 1991 for Seagull USA, plan check # 91 -095 has been granted. This extension shall not exceed 180 days from September 7, 1991. This extension will be the only extension that will be granted for your permit application. If you are unable to secure a building permit before expiration your application becomes invalid and no fees will be refunded. , A new permit will need to be applied for with additional fees paid for reapplication. If you have any questions concerning the terms of your extension please contact me at 431 -3670. Sincerely, Building Official • Dnald Pacific E N G I N E E R I N G, I N C. December 3, 1991 Ms. Denise Millard, Permit Coordinator Department of Community Development CITY OF TUKWILA Tukwila City Hall 6200 Southcenter Boulevard Tukwila, Washington 98188 Subject: Seagull U.S.A., Inc. Retaining Wall 4411 S. Ryan Way Tukwila, Washington EPIC -13 -91 and Permits Dear Ms. Millard: It is requested that the expiration date of our permit application EPIC -13 -91 be extended from September 7, 1991 by 180 days to allow for the completion of the processing of the building permit. Preparation of final plans were delayed pending completion of the SEPA review and the requirement for compliance with the Tukwila Sensitive Areas Ordinance. These reviews were completed on October 1, 1991. The owner is now arranging final financing for the project and it is anticipated that revised plans will be submitted for a building permit in the next 21 days. Please call if you have any questions or require any additional information regarding this appeal. Very truly yours, DODD PACIFIC ENGINEERING, INC. By: E. Frank Hofmeister, P.E. Associate EFH /mp cc: Mr. Steve Gula, Seagull U.S.A. 9005900\11,11Mb..gut18 .t I fl iLL7 DEC -5 1991 CIi Y OF urcvvILA -�- PLANNING DEPT. 820 Minor N. Suite 200 Seattle, WA 98109 TEL (2061682.1500 FAX (206) 682.2623 388 Market St. Suite 400 San Francisco, CA 94111 TEL (4151781-1500 FAX (415) 296.2590 Nationwide (8001621 -73C0 CITY OF TUKWILA 6200 SOUT!ICENTER BOULEVARD, TUKWILA, {VASIIINOTON98188 October 1, 1991 Mr. Frank Hoffmeister DODD Pacific Engineering, Inc. 820 Minor North, Suite 200 Seattle, WA 98109 Re: Seagull USA Retaining Wall SAO requirements Dear Mr. Hoffmeister: PHONE 11 (206) 433.1800 Cary L. VanDusen, Mayor The Department of Community Development has re- examined the issues you raised at your meetings with us on September 3, 1991 and September 20, 1991 . At these meetings, we discussed the conditions of building permit approval for the Seagull USA retaining wall (per the City's letter dated August 21, 1991). These conditions were requirements of the Sensitive Areas Ordinance #1599 (SAO). Based upon your comments, further staff review, and discussion with the City Attorney, the requirements for additional materials as conditions of building permit approval (per our 8/21/91 letter) have been waived. A claim waiver :statement and a veliant:will:not be required As we discussed by phone yesterday, this is a revision in building permit conditions only. Please note that this does not waive the landscape irriprovements'required:under previous environmental (SEPA) approval of the project. Once the appropriate revisions are made to your project's landscape plan, Planning can resume our review of your building permit application. Should you have any further questions regarding your project, please feel free to call me (431 - 3670). Sincerely, Ann Siegentha er Assistant Planner cc: Building Official File 4' September 10, 1991 Mr. L. Rick Beeler, Director Department of Community Development CITY OF TUKWILA Tukwila City Hall 6200 Southcenter Boulevard Tukwila, Washington 98188 Subject: Seagull U.S.A., Inc. Retaining Wall EPIC -13 -91 and Permits Dear Mr. Beeler: dd. Pacific E N G I N E E R I N G , I N C. 1 SEP.121991 1 We are appealing the requirements of the Sensitive Area Ordinance on behalf of the applicant and our client, Seagull USA. These requirements were outlined in a letter, dated August 21, 1991, from Ann Siegenthaler, Assistant Planner, and further explained in a conference with Ms. Siegdnthaler on September 3, 1991. We specifically appeal the following items outlined in Ms. Siegenthaler letter: Item 3 The requirement for extensive geotechnical studies to evaluate site response, and liquefaction potential. X Item 4b "A. covenant running with the land which identifies risks and restrictions associated with the project ". Item 3 90059001 lb.c4guU7 Our basis for appeal of these items is as follows: The need for geotechnical studies to identify liquefaction potential is not reasonable since the majority of the area under question is exposed rock or shale which can readily be observed above grade, and is clearly not the type of material that liquifies. Additionally, the work as proposed will reduce any 1 020 Minor N. Suite 200 Seattle, WA 90109 TEL (206) 682-1500 FAX 1206) 602.2623 388 Market St. Suite 400 San Francisco, CA 94111 TEL (415) 781.1500 FAX (415) 296.2590 Nationwide 1000) 621.7300 • ,c Item 4b seismic potential because the slope of the earth will be decreased by removal of the vertical banks and the installation of the proposed retaining walls. A covenant running with the property would not be appropriate since the purpose of the proposal is to lessen risks adjacent to the site by reducing the slope of the adjacent property. Please call if you have any questions or require any additional information regarding this appeal. Very truly yours, DODD PACIFIC ENGINEERING, INC. By: E. Frank Hofmeister, Associate EFH /mp cc: Mr. Steve Gula, Seagull U.S.A. 900 900VaIbtouEvl17 CITY OF T UKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 August 21, 1991 Mr. Prank Hofmeister DODD PACIFIC ENGINEERING, INC. 820 Minor North, Suite 200 Seattle, WA 98109 PHONE 11 (200) 439.1800 any L. VaiDuscn, Mayor RE: Seagull USA retaining wall Environmental review (EPIC- 13 -91) and permits Dear Mr. Hofmeister: We have completed our review of your environmental checklist for the above project. A Mitigated Declaration of Non - Significance has been issued (copy attached). As the Department of Transportation (WSDOT) is affected by your proposal, a 15 -day comment period is required before any permits can be issued. Now that the environmental determination has been issued, you may apply for the necessary Building Permits from the Building Division (431 -3670) and Utility Permits from Public Works (433-0179). Please note that, to comply with the Sensitive Areas Ordinance (SAO), there will be several conditions of Building Permit approval, as follows: 1. A topographic survey is required. The survey is to show two -foot contours and stamped by a professional land surveyor. The site plan previously submitted would meet this requirement if it is certified for accuracy by a licensed surveyor. 2. For Class 3 slopes, on which the wall is to be located, a geotechnical report is required. This report should address how the wall maintains (or increases) slope stability, or include recommendations for ensuring stability. 3. The bank where the wall is to be located is classified as a Seismic Hazard area on the City's t Mr. Frank Hofmeister Seagull MDNS & permits, 8/21/91 Page 2 Sensitive Areas maps. Therefore, geotechnical. studies should include an evaluation of potential site response, liquefaction potential, and any other factors deemed necessary by the Building Division for approval of the wall construction relative to the site's seismic hazard potential. The owner will be required to sign and record with King County Dept. of Records: a) a statement (sample, attached) waiving any claims resulting from soil movement arising out of issuance of the permit; and b) a covenant (sample attached) running with the land which identifies risks and any restrictions associated with" your project relative to slopes and seismic hazard. These materials must be submitted with your Building Permit Application. Our Building Official, Duane Griffin (431- 3675), can provide more information on your Building Permit requirements. If you have any questions regarding the environmental review of your project, please call me at 433 -0170. Sincerely, Ann Siegenthpier Assistant Planner cc: File Duane Griffin ".41::.. y..I.M iltrW •. .. .."7... MDNS: Seagull. Retaining Wall Page 4 8/20/91 H. UTILITIES The proposal will have no impact on existing utilities. A new irrigation system will be installed in areas of new plantings on private property. CONCLUSIONS AND RECOMMENDATIONS Issuance of a Mitigated Determination of Non - Significance is appropriate since the environmental review indicates no probability of significant adverse environmental impacts from the proposal. MITIGATED CONDITIONS OF APPROVAL PLANTS -- 1. Ivy plantings proposed for slopes 15% or greater shall be spaced a maximum of 12 inches on center. 2. Tall evergreen shrubs shall be planted along the face of the user wall, at a maximum spacing of 5 feet on center. A cover of iVy (or similar planting) on the face of the walls, and tall shrubs at the upper wall as described above shall be maintained for the life of the project Re-vegetation of disturbed areas within the WSDOT right -of -way shall comply with the standards established for this project or with WSDOT Standards, whichever provides greater erosion � control. ,e- ,/fir ., ;T�4,,r Cerkde � i,s' 344z..#— 1: CITY OF TUKWILA NOTICE OF PUBLIC HEARING BY THE TUKWILA CITY COUNCIL NOTICE IS HEREBY GIVEN that the Tukwila City Council will conduct a Public Hearing on the 17th day of June, 1991, at 7 :00 p.m. in the Council Chambers of Tukwila City Hall, 6200 Southcenter Blvd., Tukwila, to consider the following: A petition for waiver to the requirements of Ordinance No. 1550, establishing a moratorium on development of certain sensitive areas from: SEAGULL USA, INC. to apply for and obtain a building permit to construct a series of retaining walls on the west side of the property located at 4411 So. Ryan Way, adjacent to Martin Luther King Jr. Way So. All interested persons are invited to be present to voice approval, disapproval, or opinions on same. CITY OF TUKWILA Jane Cantu City Clerk Published Valley Daily News - June 7, 1991 May 10, 1991 Ms. Jane Cantu, City Clerk CITY OF TUKWILA Tukwila City Hall 6200 Southcenter Boulevard Tukwila, Washington 98188 Subject: New Retaining Wall for Seagull U.S.A., Inc. 4411 South Ryan Way Seattle, Washington 98178 () Budd Pacific E N G I N E E R I N G , I N C. !RECEIVED MAY 15 1991 CITY OF TUKWILA CITY CL:a�K Dear Ms. Cantu: On behalf of the owner of the subject property, we are hereby requesting a waiver of the moratorium on construction in sensitive areas in order to pursue and obtain a building permit for the above referenced project. Mr, Steve Gula, owner of the above referenced property, would like to build a series of retaining wall structures along the west side of his property adjacent to Martin Luther King Jr. Way South, The walls will not exceed a maximum height of 6' above grade and are shown on the enclosed drawing. We are enclosing 10 prints of a plan drawing of the wall for your consideration and approval. Please call if you have any questions or require additional information. Very truly yours, DODD PACIFIC ENGINEERING, INC. By: AC 514)1. D. ��7Q4 --- Gordon D. Hjelm,'P.E. Associate GDH /mp cc: Mr. Steve Gula, Seagull U.S.A. Enclosures •4 /) ?Alpo, N •11•10 u ) ':e'alt'u, 7•A 'AWN TEL 1206) 682.1500 r AY 1,)051511? :4;71 0005900%elh\seag ull° a L?.uns Lt ':une 41)0 IELI415)/81.1500. 1.'ni:5911 CITY( TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT FAX NUMBER: (206) 431-3665 FAX NO. NUMBER OF PAGES TRANSMITTED, INCL. THIS COVER SHEET: SENT BY (INITIALS): C(.7,5 r /44542._ y10 /�rL 5-,it mora eo'tl turn. Hx0-1/4., ,2J Ov‘c4h60 ;71,/s 1;1Mnrn&I'iw., :.. %.. Y ••n IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: `7` , / ' 3 6 % 0 DEPARTMEIVT OF' COMMUNITY DEVELOPMENT 6300 SOuthoenter Boulevard, Tukwila WA 98188 Office: (206) 431 -3670 oe/uyoo [Ant C� t LE) QJ\, Th'(S e(Le, gieutiliC 464-5\ arl+OYibulAn, 914'6‘th*LY � ems. Weziwor tret-ww- oreemAz &(luittl, Cliacirolm4 (;/.6 , 4'51(.. yvItg, IS . 12 /, 42 0.34. % 0s/A9, -Zr°'74641 '7 19;e eee-,9,17y, 774 3 /0 /1 1/7/%/) ce.974/1,ce rer,e,4•G' Z. if/0 76/4vc. te7,1,40, e 4X, 0;7% • 71r-etS" (6yaZe 1XX Zeie,f 71- dierd, • t/ek_Laid,ay m•eMie /5161S tirlyzerAN---76( erroyi 'ov etc itgea--7 a i,ever-hra/zoorrif2fra,0,44 pzettf . e,t' ,au W. c 6 twircufre pe- ) 2,;647z,"-- te/aret ,474/- to I- ite/am- 06A. -GC 0 /114.64 /viz- 6,4d,ze 611 tr'"V' laguie • f CONVERSATION RECORD MON TUE WED THU 'DATE: TYPE: 0 Visit 0 Conference FR/ SAT SUN TIME:. Am. Telephone — 0 Incoming 0 Outgoing _ Name of person(s) contacted or In contact with yo}: • FOR OFFICE USE ONLY . . . . . Organization office, de bur Location of Visit/Conference: Telephone No.: ...... _._.... SUBJECT: (.._ ,z-e..,..,, ,i, ; ---• /1-///e A-.) .* --c.,..,,?' ,721). 4/ (4; ( cir..,4 • • • t' •••■ ;5 7:77 r./t (i(."Pri.1 • - Pe 661c-c 'FOR 'T!L.TI E ..0 • .FHONE " NUMBER'. - EWEENEIO ONEart'%, gASE CALL ,p.stri4,1; !CALI.;"4 4,k(riA .M S4GE • . • • 4 SIGNED TOPS 4.9,VANTS7T SEEYOU FORNV4003," ,J CONVERSATIO. DATE: 3 / .r" / •7Z AEON WE WED THU FITf S4T SUN TIME: , ECORD TYPE: ❑ Visit ❑ Conference Telephone- Olncoming OOutgoing Name of person s) contacted or in contact with Organization office, ept., bureau, etc.) Location of Visit/Conference: c FOR OFFICE USE ONLY Telephone No.: SUMMARY: hc.ffeci- Ceweow 11,3 ,, ee6-, v1,7 4/ /,171 7(. e5S'e-y«'(- r ,`/.o'/ 4?P .6 /44-4-/, R _.i P �� iG�,� �' ' , / l eX'. ?dee .)(j - e1/95-o #_, 1-.477 G'✓ #20 a' 9--(5 -0� /-7,GCeJ /? ;(5-- ,o0z6 /9 /5X 1--7 �� j/ fsenv gizt c22)'7li,f' f'gmn- A . Ait n %",0'1 &€ F -7;24,1 / 0 — D1t ... , S / es' , 5 �� /-e6, z- ('ec/ ye 13/ 1 (..,),�r.4r 20-,1, ' m9 wd—p, % Qj � c i / 2? /97, ` „J"'4r ‘ 4 , 4 - e,r /617d c�oa�c�rs -� /d1) U�`ZrG� dechi:/ n/tee t9 1/7 c s% fin- rrr // //:' -fir 7 e r(�m 6-0 37617e, Gc71 Ltd Title: Date: AiiiiCONVERSATION RECORD DATE: 3 / TYPE: ❑ Visit ❑ Conference MAN TUE WED THU TIME: FRI SAT SUN ❑ Telephone- O Incoming A.M. P.M. 0 Outgoing Name of person(s) contacted or In contact with you: Organization (office, dept., bureau, etc.) Location of VIsit/Conference: A� S' �ti�•,� -�G�1 OR OFFICE USE ONL/; Telephone No.: SUBJECT:l�:r�I��G�(T SUMMARY: c0/-cr, Zwa- ti-eht, Rae)) a.s--4744?4eg /r/.r1/' y--)29 7/-0;1 L- s:VddeaG6,14/'% C � ter" -'` mdT eeco rn-G- 4'447 9--2(;* adivi -6:4-174". J1 s affi4't w /, /2 i 4 r‘;17°46° r7 -- ern G y ,/- d - c'71 et , y 4l-2 r -272e 24: ee.o a°7r%G rZ`CZC% c .0-_077 -,-/A, 4 /7.:ia.. &t:_r (iielle ey %a 6,,L /, s n ,, of CL & ir). l �T x, •t% (e-fee, L 1i (ltcGuev Aark,e,k Gu ktil- o f .SMM CONVERSATION RECORD DATE: TYPE: MON WE VvED THU FRI SAT SUN TIME: A.M. P.M. FOR OFFICE USE ONLY 0 Outgoing Name of person Organization Location of sit/Conferen e: s contacted or In ntact with you: ept., bureau, etc.) Tel phone No.: SUBJECT: e? lei SUMMARY: p-,Ae-i; t"--- - teizeZe 2J de- 7e1-e471, k7Yr 1-444 if/ fr,O2 111e,dZ tii74 /rift de-pel-egz dgy 6'srfroj bYt z 5.�,�s leti,AL/ ,162.01 1e ) fCL buia 4 J (5,eole. i d9 LPiLI fir riemmi�x CuM, l e � l" Signature; Title: Date: Aiiiiiiih.CONVERSATION RECORD DATE: c:;, / 7 / qa MON WE WED THU FRI SAT SUN TIME: A.M. P.M. TYPE: ❑ Visit ❑ Conference Telephone— 0 Incoming 0 Outgoing Name o •erso %(s) contacted or in contact with you: Organ zatpn (offiic,*apt., bureau etc.) /, - -- S -2l � Ph el Location of Visit/Conference: FOR OFFICE USE ONLY Telephone No.: SUMMARY: k/ cgka,r,& id/f/(4--cdr& r:7 K 7114* re-7 /��� //0 �i fi^ /7�j' ��� /�J� f rcee'S /ate/ ge,e-g ArL / J ! /S </ 0 Le 1w f 0� �..' "/ is J G l2 rS'GQe p (etil4 (or g('7 Lf�l/f) LU/ /7 t -dr r /044. Artc, Se kali- e- . 4'W- /l/. G 6 -3' h, 2 -'r' f / ,3' c_rJ // 2 3/- 574"te,(7 047 /10>" Signature: Title: Date: 0 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences i1ECEIVED ^IVY O� TUKWILP MAR 7 1991 PERMITCENTER RECEIVED BY DEC 121990 ODD PACIFIC ENGINEERING, INC. SEAi1EE, WASH. Gordon D. Hjelm Dodd Pacific Engineering, Inc 820 Minor North, Suite 200 Seattle, Washington 98109 Subject: Retaining Wall for Seagull, USA Project T -246 December 10, 1990 Dear Mr. Hjelm: The following paragraphs summarize our recommendations for designing this wall. Active Stresses - Use an equivalent fluid weight of 50 pounds per cubic foot where the backslope is 2 horizontal to 1 vertical and 35 pcf where the backslope is flat. Interpolate for intermediate slopes. Passive Resistance - It will be very low due to the 2:1 slope below the toe. We recommend you ignore it. Base Friction - For a working stress design, use 0.35. Use a load factor of 1.6 if you prefer an ultimate strength design. Please call nie or Bill Bailey in our office if you have further questions. Sincerely, TERRA ASSOCIATES, INC Anil Butail, PE President WB /mp cc: Steve Gula Seagull USA 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (206) 821-7777 • FAX 821 -4334 c A. Washington State AIN Department of Transportation District 1 15325 S.E. 30th Place Bellevue, Washington 98007 -6538 (206) 562 -4000 Mr. Frank Hofmeister Dodd Pacific Engineering Inc. 820 Minor N. Suite 200 Seattle, WA. 98109 Dear Mr. Hofineister: Duane Berentson Secretary of Transportation September 24, 1990 SR 900 MP 4.86 Vic. CS 1796 Jct. South Ryan Way Proposed grading for retaining wall at the southeast quadrant of above intersection. This letter is in response to your request for our comments on the proposed grading within the State's right -of -way for a retaining wall. This proposal is located at the southeast quadrant of SR 900 (Martin Luther King Jr. Way South) and South Ryan Way. The Department of Transportation has reviewed your proposal and we have the following comments: 1) We conceptually agree with this proposal to grade the earth /rock embankment within State fight-of-way for a retaining wall within Saeco's property line. WSDOT will not allow any part of the retaining wall structure to be constructed within the State's right -of -way. 2) In order to complete our review and finalize our comments, we need to review and approve the' following-items:-•- a) Plans and specifications for the retaining wall. b) Hydraulic plans and calculations in conjunction with this proposal. c) A geotechnical report for this proposal. d) A traffic analysis that addresses sight distance on SR 900 and south Grady Way with the wall in place. e) An erosion control plan for the resloped area within the State's right-of-way. 3) This proposal is within the City of Tukwilla. The City should review and approve the retaining wall proposal be �j��]'E the State gives it's final approval with the issuance +of.�' UIJ U 5 construction permit to reslope the earth embankment. 4q r^ n. 1 MAR 0 9 1992 CITY s5 TUKWI1.A PLANNING DEPT. September 24, 1990 Page 2 If there are any questions, please contact Donald Hurter (562 -4274) or Franco Fernandes (562 -4298) of my developer services section. Sincerely, mes L. Lutz, P.E. Utilities /Developer Services Engineer FAF:ff cc: Mr. Mary Anderson, City of Tukwilla AIM iF21;Washington State Department of Transportation District 1 15325 S.E. 30th Place Bellevue, Washington 98007 Mr. E. Frank Hofineister Dodd Pacific Engineering, Inc. 820 Minor N. Suite 200 Seattle, WA. 98109 Dear Mr. Hofineister: Duane ft3erentson Secretary of Transportation April 26, 1990 SR 900 MP 4.86 CS 0261 Jct. S. Ryan Way Retaining Wall Proposal This letter is in response to your request for our comments on the retaining wall proposal at the southeast corner of Martin Luther King Jr. Way South (SR 900) and South Ryan Way. The Department of Transportation has the following comments: 1) This proposal is located within the Washington State Department of Transportation's limited access area. The intersection of SR 900/S. -Grady 1ay 2 currently operates at an unacceptable level of service, and is in need of added capacity. Additional lanes on SR 900 will be needed, which. negates the concept of constructing a wall three feet from the existing curb. M1 . 2) According to the Department's Engineers, the rock structure behind which the proposed retaining wall is located, is stable and secure. 3) Referring to your letter, the sole reason for constructing this wall is to eliminate the problem of rock sloughing and debris sliding. The Department of Transportation's maintenance office has reported that this has not been of any significant concern with us. The Department of Transportation does not approve of this proposal.' If there are any questions, please contact Mr. Donald Hurter (562 -4274) or Mr. Franco Fernandes (562 -4298) of my Developer Services section. FAF:ff Sincerely, GA-c� mes L. Lutz, P tilities /Develop -r Services Engineer. [T1999s2 CITY OF TUKWILA PLANNING DEPT. Tukwila Hillside Design and Development Standards 15 March 1990 Appendix E: Native Species Plant List for Roadside Buffers Character. Mostly medium sized evergreen and deciduous trees with a predominantly deciduous heavy berry- producing shrub layer. Habitat: Food, cover and nesting habitats for songbirds and smaller raptors, small mammals and reptiles. CANOPY Evergreen Deciduous UNDERSTORY Evergreen Deciduous Arbutus menziesii Junlperus scopulorum Picea sitchensis Pinus contorts Pseudotsuga menziesil Thuja plicate Tsuga heterophylla Alnus rubra Malus fuse Salix scouleriana Salix lasiandra Arctostaphylos x media A. Columbiana Mahonia aquifollum Mahonia nervosa Ceanothus velutinus Gaultheria shallon Rhododendron macrophyllum Cornus stolonifera Holodiscus discolor Lonicera involucrata Menziesia ferruginea Osmaronia cerasiformis Ribes divaricatum Ribes sanguineum Rosa gymnocarpa Rosa nutkana Rubus spectabilis Rubes parviflorus Sambucus cenilea Symphoricarpos albus Vaccinlum parvifolium Madrone Juniper Sitka spruce Shore Pine Douglas -fir Western Redcedar Western Hemlock GROUNDCOVER .! Achilles millefolium Arctostaphylos uva -ursl Aster ledophyuus Blechnum spicant Brodiaea coronaria Digitalis purpurea Epiloblum angustifolium Fragaria chiloensis Lupinus polyphyllus Maianthemum dilatum Marsh oregonus Polystichum munitum Solidago canadensis Tiarella trifoliata by DKA Landscape Red Alder Crabapple Scouler Willow Pacific Willow Media Manzanita Bristly Manzanita Tall Oregon Grape Low Oregon Grape Buckthorn Salal Coast Rhododendron Red Osier Dogwood Oceanspray Twinberry Fool's Huckleberry Indian Plum Straggly Gooseberry Winter Flowering Currant Little Wild Rose Nootka Rose Salmonberry Thimbleberry Red Elderberry Snowberry Red Huckleberry Yarrow Kinnikinnick Aster Deer Fern Blue Dick Foxglove Fireweed Coast Strawberry Largeleaf Lupine False Lily of the Valley Wild Cucumber Sword Fern Goldenrod Western Coltfoot Architects Tukwila Hillside Design and Development Standards 15 March 1990 Appendix E: Native Species Plant List for Roadside Buffers Character: Mostly medium sized evergreen and deciduous trees with a predominantly deciduous heavy berry- producing shrub layer. Habitat: Food, cover and nesting habitats for songbirds and smaller raptors, small mammals and reptiles. CANOPY Evergreen Deciduous UNDERSTORY Evergreen Deciduous GROUNDCOVER Arbutus menziesii Junlperus scopulorum Picea sitchensis Pinus contorta Pseudotsuga menziesU ThuJa pllcata Tsuga heterophylla Alnus rubra Malus fusca Salix scouleriana Sall* lasiandra Arctostaphylos x media A. columblana Mahonia aquifoilum Mahonia nervosa Ceanothus velutinus Gaultheria shailon Rhododendron macrophyllurn Cornus stolonifera Holodiscus discolor Lonicera involucrata Menziesia ferruglnea Osmaronia cerasiformis Ribes divaricatum Ribes sanguinetun Rosa gymnocarpa Rosa nutkana Rubus spectabills Rubus parviflorus Sambucus cerulea Symphoricarpos albus Vaccinivan parvifolium Acidllei miUefoUum Arctostaphylos uva --ursi Aster ledophyllus Blechnum spicant Brodiaea coronaria Digitalis purpurea Epilobium angustifollum Fragaria chiloensls Lupinus polyphyuus Maianthemum dilatum Marah aregonus Polystichum munitum Solidago canadensis Tlarella trifoUata byi DKA Landscape Madrone Juniper Sitka spruce Shore Pine Douglas -fir Western Redcedar Western Hemlock Red Alder Crabapple Scouler Willow Pacific Willow Media Manzanita Bristly Manzanita Tall Oregon Grape Low Oregon Grape Buckthorn Salal Coast Rhododendron Red Osier Dogwood Oceanspray Twinberry Fool's Huckleberry Indian Plum Straggly Flowering Currant Little Wild Rose Nootka Rose Salmonberry Thimbleberry Red Elderberry Snowberry Red Huckleberry Yarrow Kinnikinnick Aster Deer Fern Blue Dick Foxglove Fireweed Coast Strawberry Largeleaf Lupine False Lily of the Valley Wild Cucumber Sword Fern Goldenrod Western Coltfoot Architects COMPUTATION SHEET Project Number: 4:3OQ59,OC-1, RECEIVED CITY OF TUKWILA MAR 7 1991 PERMIT CENTER Project: Wit - Rg—. +J1n C WAIL • Contents: Iiluil PIECIIIC E N G I N E E R I N G , I N C. Date: By: GM Checked By: Sheet: Of: ANII la NDE LA la : RI lal H Ng - . MM. Ellipilli E .1 A Ti „cc. Ng 1 N I 1 III 11 .4'.; re z..-kci,..- '''. ./4 :2084444/ iiii ge ill I ' in 11 • al 1 1 I. 113, tr.211 C. P.,14....3 CONCRETE RETAINING WALL DESIGN Copyright (C) 1957 by Concrete Roin.forcing Steel Institute PROJECT: SEAGULL U. S. A. 959.�� BH LOCATION: PROPERTY LINE RETAINING WALL 1/J13/91 WALL SITE: 5 FEET HIGH WALL WITH LEVEL BACKF ILL 44-e 4-1-4 CZ' 1.1r1 g.t gni r"-- CO 1251 CS;11 (4:4 OZI OW 11:7% ICS1 Cm le> ILMI IC2Z1 5401 +-111 CD CC:6 ts-A Ire, 1=1 C*4 4= 1120 Ce21 .. 11 11 1— mi--1 cc' CD Cca 11 4= C04 CMG 1— —.1 f=13 11 11 11 —J PC:g 400:4 11 11 ......J 4= -41-1. -4..T.. 11▪ ....▪ .4 = FCI*1 4--tg — i= Corr, • erm41 • ir.411 Lr R::,,. 11c4 c::.:II: F i 11 7; fi:,:: N'•..11 Ira :1L- p+,R (E: ciE iF :: Ji: N''••,1i ic4 .y, JI: if'•,n If= .I_._I_ I._ L... L., L., I.... I._. i.... l.._ I.... I... L.. I. ..L._L..J....L..I,.J..,i_..I..• l...l_..I._l._L . i...LJ»J»..L. J.»J...I_.i..l..l.. J.... L..1_.. l,.. l.,. t._. i... l_ J._1... 1. J._ Jr l... l» I_ J.» J_ J... LJ._ J... I..•1.» 1_ J.., L._ f_ J»• L1... 1,..1. _L.1,_I...1_.I_...l.,.l.•J »..i_ CONCRETE RETAINING WALL DESIGN Copyright (C) 1907 by Concrete Reinforcing Steel Institute PROJECT: SEAGULL U.S.A. 900 59.00 LOCATION: PROPERTY LINE RETAINING WALL WALL SITE: 5 FEET HIGH WALL WITH LEVEL BACKF ILL ;I..:,,; E Jr.. a ^A R= • a� k aR1M ET. n d:..: D a q a__ : R RA- _u'.. ia n e- . • N i cs hil sIR EFE a. -;::_h fa' 2500 psi. •fy. 40000 psi Ei. "-R-" fclE R'' ^' R :d: a Il. ,_ 'r.: T : 1L ai ii .A F .Load Factor L_L_. Load Factor Dl_ 1.7 :1.4 GI•i 1/16/91. Mu d la 1:J /pI :: F c :I'c :l As As(MIN) kip-ft in. in „2 ' 0x1 /•Fy 4/ 3As T&S 1 0.00 3.40 .00000 .00 0.00 0 .. 20 0.00 0. 1.4 2 0.01 3.40 .00001 .00 0.00 0 . '.a•. 0 0.00 0.. 14 3 0.02 3.40 .00004 .00 0.00 0.20 0.00 0.14 4 0.04. 3.40 ..000.10 .0(2) 0.00 0.20 0..01 0,..14 5 0.00. 4 0 .00019 ..C.41 0.0:1 0.20 0.0J 0) .. 14 . 6 61..14 3.40 .00033 .01 0.01 0.20 0,.02 0.14 •7 0.22 3.40 .00053 .02 0.02 0.20 0.03 0..14 0 0.32. 3.40 .00079 .03 0.03 0.. 20 0.04 0.14 9 0.46 3.40 .00112 .04 0.05 0.20 0..06 0.14 .10 0:.63 3.40 .00155 .05 0.06 0.20 0.00 0.14 . (' l•Il :,CIS:, SHEAR:, Vu = 0..'I0k :i 1ps OVn = 3.. 47k :i ps SHEAR filai.•fcar•mcann•t: (FA Da so of Stem • 0..0, ?• 1n.2 /ft. n IF ._ :' 3 71: ca m Mu kip-ft M4'0#4,- µ'0,(e ," aka' bat e Kam= ?$ ASa c crtx c1 4� p /pb fteq'd As As(MIN) in. irl.2 200 /•t :y 4/ .':As T&E . 11 0.15 0.40 .00006 .. 00 0.01 0 ., 5O 0.01 0 .. G 6 CHECK tcii•IEAR, Vu = °- •0.254. :1ps OVn -• 0.5/4c1pc:► i; i G :,_ IE••.: A._. IE (:E„ _:a 71: Iii R'•,. G Pt •L2 Mu kip-ft d p 1n. p /pL•1 Fc-'c:l'(J As i. l•, . , 0.91 9.40 .00029 .01 0.03 As(MIII\i) 200/fy• 4/3As °l 0 0.56 0.04 0.29 CHECI< 0l-IE:ARx Vu = 0. 37ki.ps OVn" = 9.59k:ips ,M(heel) >• 11 (stx-nm) Used alternate design pi" :::c: edllr e.. (See USERS MANUAL) f 7.1: . R,..:' :F. C:.',: E.: 11::::3, :,r, p -,,A le:, r::::: if:74: : , • 3 4i ,..0 .1..3_3 ......................... ... I...I .1-.1-1.-1....1.....1.....1...1-J. .I. I I.. I ..1 ..) , I I....I. I....1 .1 .I .1....1. .1...1....1....1. -I. 1 .1...l....1 .1...1..1.-1...1.-1.....: 1.1...1.-.1....1....1...1....1_1.1..J....1....1...1...1-1....1....1._.1....1....1...1....1....1.. t:;ONCRErE RETAINING WALL DESIGN Cupyright (C) 1987 by Cr4ncrete Roin+nrcin(3 Steel Institute PROJECT: SEAGULL U. S. A. 90059. ega LOCATION: PROPERTY LINE RETAINING WALL 1/.16/91 WALL SITE: 8 FEET HIGH WALL Wi 44.4 Co./1 CFN 1■4 iur", IJr) 1254 cc. Lent irieN ICCs - -5-41 100 C'16.1 4= 05;11 Ig=1 11 11 11 11 11 =ors .1=4 comA 44.4 Lei =g1 C20 INCE CD C2Z1 C*4 ums vaamse• MD = Ms Lr-J, w•-4 wir.i C*4 1- 11 11 I= 11 Cs 111....• ...-J og:Aw CWN .......1 CD .4n= -.. ..1.., -11.... tu., gm kei t= = =11 ....■11 .01..4 lai r0 ri0 eZ4 l's ic-e-s prO tv =ro Wi 1= PL4 CoON CouN fro - 44 os CID L.A.- • LA- CD CIO s.- IC441 .s....41 g"t 11 CWN =Ls 44.4 ..----- = .-1 Lc.> 4Z14 K.es !Ai .....,--- ILA-1 = 1.-- M-41 11 I li lit 111 11 1 I Ili I It I -1 rw4 5=1 ICION C▪ 1,1 N.,00 C1,4 14e1 Res 11 .3 r lc li �p :or), 14111 11:::::11: G= " 1E3 :fF: 1N.11 DE: E 11 ; :. U....1 (1-.3 .,, :b: II'� II Ire L.. L.. L.. 1...1_ J. r- J_. L...l..l_.1_..1....L..L.J...J._ LJ...I_.J , L..L_I..L.L.JJL.,,LJ...J L 1._I...1 1....L..J_J_ i. 1...1....L . L,.1 M .I.1..J_J...I...LJ._L_.L..I_.L. CONCRETE RETAINING WALL DESIGN Copyright (C) 1907 by Concrete Reinforcing Steel PROJECT: SEAGULL U.S.A. 90059.00 LOCATION: PROPERTY LINE RETAINING WALL WALL SITE: 8 FEET HIGH WALL Of Levet,- Diactk%It-t.. nsti. isl.t•t:isl :11: 11'',.A r ' IL')1 II= 1[ :): IE::..1C:;r• r c. ..:E3 1E3 p'•.ij •f c-. ' 2500 psi • fy 400012 l:ls :i. :? 1 F" F" II ='11 :p: ;u Q .. ' : G `1C: I[.:n IN] Pt M u • c:l I:1 kip-ft :in. Load Factor 1.J_. :1.7 Load Factor Di_ 1.44 I:J / I :I I J R c:, c.:l ' cl As :i. rt .. 2 i 0.00 3.40 ..00100:1 .00 2 0.03 3.40 .00006 0006 .. 00 .. 0.09 3.40 .00021 .01 • 'I 0.21.E 3.40) ..09949 ,.9)2 5 0.39 3.. 40 .00096 .03 .6 0.60 3.40 .00166 .05 7 1.00 3.40 .00267 . (Z19 8.. .1.. 62 3.40 ..00404 .13 9 2..30 3.40 .010585 .. 19 112) 3.16 3.40 .00822 .27 CHECK •SHEAI Vu = 1. 3'i'k:1, I.: , • OVrt •-- ?:il•IEAR Rr4J. fc.1P'c :men'l: (I I'ILt ri kip-ft in. 0.00 0.00 0..0:1 0.02 0.01 0., 07 0..1 :l 0.16 0.24 0..:'y.1.4 S.. 41.74 :::i. ps Di:A sO of c,(:tsm • 0..06 j, rl.2 / f•t:.. P /ph f"ieq ' cl As 111.2 13 0.26 10 ., /1.0 .00007 .. 010 .:CHECK SHEAR: •Vu ... - -0 . '7S4c:1 x:11:, Pt II._.. :G: «1, 11E: IS :II: ILr. n CNp Mu kiI :i•• -ft c:1 i n ,. 01.. 0 :I S iVl l -- i.0. 61 Id ps. l :l/l :1b I'cPc:l'ca As in.2 12 4.42 11.40 .00)095 .03 :CHECK SHEAR: Vu - 0.. 01 k i p::a 0.13 0Vrl •- 1 J... 634c l ps 11(I7Ieel) > M(stem) Used alt:c_v'•nc_at :c-,, design proceed tr-e„ G( -1 1/1.6/9 :1 Aw(I1:I:ICI) 200 /fy 4/ >A>:c T &0 0.20 10,.20 (2).20 0..29) 0.20 0.20 0.. 20 0.20 01..yy'0 0.00 0.00 0,01 0.03 0..()5 0..t T 0. :15 0.22 0.32 I0'),45 0.:14 0.:1.4 0,.14 0.11 0.14 0.14 0,14 0.14 0.. 111 0.. J.4 As(MIN) 2 012] / ,.f y 44 / 3A E 0.62 0.01 0..31 Aga (Wt :r. l I ) 200/y 4/3A a 1$ • 93.6(3 0.17 0.341 (::)erg USERS MANUAL) ( .c....p ci, r:::1, ::::1, ii.'"' g'21111: - II.::' :Ii:. c:: 11.:::::111173 :II: [NO: FEZ::: E:]H. Fri:: fr • '' if ,...•:.-ii ,,, :11::11'...1111:::.; ..„ 1..I...1.....1—.L..1....1...1..1..1...1..1...1.-1. 1...1...1...1. —1....., ...,' . ...1...1.-1-3....1-1-1...1 .1....1 .l...1. 3...1..1...1....1...1.-1...1...1.. 1 1....1. ' 1...1...t...1...1-1... 1 1.I 1 1 .1.. 1..1...1...1..1..1....1—.1-1.1 ..... 1.. CONCRETE RETAINING WALL DESIGN Copyright (C) 1907 by Concrete Reinforcing Steel Inmtitute PROJECT: SEAGULL U. S. A. 90059. 00 LOCATION: PROPERTY LINE RETAINING WALL WALL SITE: 12 FEET HIGH WALL lAy SLIDPIticv 5.64-4FILL, 44-1 CID cr.% CMI .. s=4 CTS1 CM MI ISI:d fit, rIZt4 MI -CA: ca C) 11-..-..,.. m•--1 cm cS:g 4%2 .4= v.--1 CS; ....k 11 11 11 11 11 ii......- 11 = 14■04 =1*.• .117-1 4=4 r:vien1 GH 1/16/91 44-0 ILO Mti "titli nil ICLA CM i= 1:=1 c1/4... -u--I — ....a.:• 11 11 C= 11 GnI II-,...-. --A ICZI .....-II 4▪ 2C -4.1,... ..a.a.. -4.-1.* WO Ili 1= e= =IIII ....4 .....11 CV ir0 sio ix:4 Wry fl IA i= 04 IConl CoP) ro riM) La. La- CA cem 1.-%4 m...01 ...s g•I 11 -az. Col) 54 44-4 lOr's LI",1 CCA I II I= 44-a T. 1111 P:2ZI SMT Go :CI. 12.1, rztt 07; :n: u ;;: a PEE u'• u l; :IL u''..s EH: m= ;:: :u: 11''• ...11 :u: J•... L... I.... L..:....1... J.._ I... J__. L. L.. L. L_.LL...._.L LA_. L.L. L._. L_ L. I ...I...J._I._I._.L._L.I.�I...1. J.J_.L..L .L.J...L._I.JL._L.J._.J. - -L J...L LL..L_.L.L...L...I J._L.J....LL.L..L 1.. L...L.J_.LJ_LJ._I...L...L.I...L J.-. ...I..J... CONCRETE RETAINING WALL DESIGN Copyright.(CY 1907 by Concrete Reinforcing Steel Institute PROJECT: SEAGULL U.S.A. 90059.00 LOCATION: PROPERTY LINE RETAININL•i WALL WALL SITE: 12 FEET HIGH WALL W CPIP.) Fiw FOE:: 1::11 F4: Irk II2: N''1/4U li:: R N: E: :.11. IIw- 11 =) p; IS :71: 1 %.11 TES u=7'' n.+: 12• :E3 .fcr 2300 psi f y 40000 psi :E3 ..{t. Iria �..Q 1..cy,;ir.I• Factor tor• L.L.. Load Factor 171_ 1.7 1.4 (31••1 :l /16/91 Pt. Mu cl I :., Ia /i:b P wci'ca As As(ICIIICI) kip-ft :i.n. :i.n.' 2I)0/ {y 4 / %As .Tic0 1 0.02 6.40 .00001 .00 0.00 0.30 0 . •00 0.22 2 0.14 6.40 .00009 .. 00 0.0:1. 0.30 0 0., 01. 0., 22 .. 0.46 6..40 .000 : ::2 .01 0,.02 0.30 0,.0 :. 0.,''2 4 1..10 6,4.0 .000 / 5 .02 0„06 0.30 0.00 0.22 5 2.13 6.40 .00140 .05 0.11 0 ., `::1:1 0.15 0.22 6 3,71 6.40 ,00250 1 ,. 00 0.20 0.30 4'1. 26 0.„22 7. 3.90 6. 4 t: .004..16 .13 0.32 03 ,. '3a•:3 0.43 01..22 8 0.811) 6.40 „00635 .21 0,. 4.9 0.50 0.65 0.22 9' 12.53 6 .. 40 .00932' .30 0.72 0 ,. ".0 0.95 to 22'. „ JO 17.19 6.40 ..01.::....::. .. -, �4: 1.02 ItT . .: :r3 1.37 0.22 :;.',2 • CHECK SHEAR: ,Vu r:: 4. 03k :i psas 1%$Vn 6. ;.° "t:' 4t : :i.Ias• >I'•11 (1"t I r.l for°om +n•t: 01 Base of Stem 0.20 i.n.. % / f l:,. •'117 4: :p Icy =" II ::► rr: • ; i::.II: 11:H3i II'•h.0 Pt Mu kip-ft cJ I :a I:: /I:,Ia I`iwr.I'(J As AL-3(i"IIhl) ].n. ].i1. "L 200/fy 4 /3Ary 4414.&C., 11 1.32 :12.40 .00024 .01 0.04 CHECK SHEAR: Vu ... •••0.09ki.Ia4, OVn ... 1.: .65k1.I: s 11,-..1111::::. Ii:.... L. ID k`_ ;1:::: :li: (J 11,..11 Pt 0.74 0.05 0.. 36 Iiu cJ p p /I :II :; Rc.!ci'ca As Ais(N'IIN). k.11).....:j. in. 1.n.2 200 /•fy 4 /3(1Cs °f1345 :12 21.75 13.40 J60348. • . 1 :l 0.56 0.00 • 0.75 0.30 CHECK 8IIEAi Vu = 1.90kips OVn = 1.3.67k1ps (1(IiraeI) > 11 (sstmm) Used alternate c1cry4 :i c,Jn pr oc-c::tz'c:ll.u' e. Moe USERS MANUAL) 11::) a:.::a� ]u;::! :F..1! k...: "!..,I" i1..: �' :G:. d::: FEZ Ii i+ ' ' "'1.::i ". t...I_J._..L..!.._J I» I_.. 1_.. L_ I_. L._ I.» J_. L_ 1..._ I_ .L,_I_.1._J...L._I....1........ J_..L.I_.i._.L..I....L...I ».J.I .I._..I. I...I._.I_.J...i.....1 »..1...1..1.. »I...I._1....... i l._ I.,... I..... 1.... 1 __.I._.L..J. »..I_..t.....1....1 ::cih.IC::RFTE RED A TI] : Nf:i WALL.. DESIGN T Copyright (C) 1987 by Concrete Reinforcing Steel. Institute :ROJECT: SEAGULL U. S.. A. 90059. 00 .00ATION: PROPERTY LINE RETAINING WALL ALL SITE: 15 FEET HIGH WALL SLOPO3(s P,,Arr."Grp-k,, fi▪ x• 1 Cr% ▪ 123:4 O■") "4l 11 11 11 .—.1 1 1 --� FOS against QT = 7,14 11 :=i, I l 11 1 i Gi•l 1/3/91 K▪ ra▪ l -x.4. it CD I..z.. CIA ' CSI tral 11 PLI Press (SHIFT PRINT) or (SHIFT )XPrtSc) 112:11 Ph..1111:17 � ::11::�K�~ CONCRETE RETAINING WALL DESIGN Copyright (C) 1987 by Concrete Reinforcing Stoel Institute M83: SEAGULL U.S.A. 90059.00 GH OUTlM PROPERTY LINE RETAINING WALL 1/3/91 MIME: 15 FEET HIGH WALL, t4 PAC41-ffitA.- ��� 1'0,4111.17' CAR.112. irEEID, ir..a -11- UTZ. :IL), ,),E3; r1/4. El: C.; S3 fc' 2500 psi Pt fy 40000 psi -117 :E:.1;�K�U�� Load 1=actor LL Load Factor DL 1.7 1.4 Mu d p p/pb Req'd As As(MIN) kip-ft 1n. in.z 200/fy 4/3As T&S 1 0,04 9.40 • .00001 .00 0.00 0.56 0.00 0.29 2 0.29 9.40 .00009 .00 0.01 0"56 0"01. 0.29 3 0.98 9.40 .00031 .01 0.03 0.56 0"05 0.29 4 2.31 9.40 .00073 .02 0.08 0.56 0.11 0.29 5 4.52 9.40 .00144 .05 0.16 0.56 0.22 0.29 6 7"81 9.40 .00251 .00 0.28 0.56 0.30 0.29 7 12.40 9,40 .00405 .13 0.16 0.56 0.61 0.29 0 18.51 9.40 .00618 .20 0.70 0.56 0.93 0.29 9 26,3G 9.40 -.^00906 ,29 1.02 0.56 1.36 0.29 10 36.15 9.40 ,01294 .42 1.46 0.56 1.95 0.29 CHLCK SHLARt Vu - 7,93kips QVn = 9.59kiys SHEAR ReifwrcmenL @ Base or :Rum =0.33 in.;,'./ft. Pt Mu d kip-ft in. p/pb Req'd As As(MIN) in.z 200/fy 4/3As T&S 11 1.70 12.40 .00031 .01 0.05 -.CHECK SHEAR: Vu = -0.11k1ps . 0Vn Lu 12.65kips 0.74 0,06 0.36 , ' Pt Mu .d p p/pb Req'd As As(MIN) / kip-ft. in. in.z 300/yy 4/3As T&S 12 43,17 13,40 .00716 .23 1.15 0.80 1.54 0.30 CHECK SHEAR: Vu = 2.70kips 0Vn = 13.67kips ' M(hee1) > M(stem) Used alternate • design proceedure. (See USERS MAN\|AL) March 5, 1991 Professional Services Industries Pittsburgh Testing Laboratory 7400 3rd Avenue South Seattle, Washington 98108 Subject: New Retaining Wail for Seagull, U.S.A. 4411 S. Ryan Way Seattle, Washington Budd Pacific E N G I N E E R I N G , I N C. RECEIVED CITY OF TUKWILA t4AR 7 1991 PERMIT CENTER We are enclosing a copy of a letter appointing your firm as special inspectors for the concrete and reinforcing steel on this project in accordance with Section 306 of the Uniform Building Code, The owner is Mr. Steve: Gula, Seagull, U.S ;A,, 4411 S. Ryan Way, Seattle, Washington' 98178, Please invoice Mr, Gula directly. Very truly yours, DODD PACIFIC ENGINEERING, INC, By: Gordon D. Hjelm, P.E. Associate GDH:kp cc: Mr. Steve Gula, Seagull USA City of Tukwila 000591epeclnapecl tsaUsb\eeapull 820 Minor N. Suits 200 Seattle, WA 98109 TEL 1208) 682.1500 FAX (206) 682.2623 388 Market St. Suite 400 San Francisco, CA 94111 TEL (415) 781.1500 FAX (415) 296.2590 Nationwide (800) 621.7300 O March 5, 1991 CITY OF TUKWILA Department of Community Development Building Division 6300 Southcenter Blvd. Tukwila, Washington 98188 Subject: New Retaining Wall for Seagull U.S.A. Inc, 4411 S. Ryan Way Seattle, Washington 98178 Gentlemen: 1 1kdd Pacific E N G I N E E R I N G , I N C. RECEIVED rrr/ OF TUKWILA MAR 7 1991 PERMIT CENTER We hereby request your acceptance of Professional Services Industries (Pittsburgh Testing Laboratory), as special inspectors for the concrete and reinforcing steel on this project in Accordance with Section 306 of the Uniform Building Code. Very truly yours, DODD PACIFIC ENGINEERING, INC, By: a-z.,dvm- ►� Gordon D. Hjeim, P. . Associate GDH:kp cc: Professional Services Industries Mr. Steve Gula, Seagull U.S.A. 00030 ■speclnepect♦cltykseayull 820 Minor N. Suite 200 Seattle, WA 98109 TEL 1206) 682.1500 FAX 1206) 682.2623 388 Market St. Suite 400 San Francisco, CA 94111 TEL (415) 781.1500 FAX (415) 296.2590 Nationwide 1000) 621.7300 I* • COMPUTATION SHEET Project Number: 9OQ51,0D RECEIVED CITY OF TIJKWILA JAN 7 1992 PERMIT CENTER Project: R cr,01 WALL, Contents: dd P�Cafic E N G I N E E R I N G , I N C. Date: '2/ 519 By: C�H Checked By: Sheet: Of: A IN� Al 1 I I I ,. T.. 4 . I -P-4,-, II I. _._ . .4 i_ 8 . 24 , • _ All II I I III I 1 III 11 II III II I lot Els E.) IP tAl C.:. I ii= i c 1E.".1,4 ei 101/411E7: PPPPPPPPPPPPPPPPPPPPPPPPPPP PPPPPPPPPPPPPPPPPPPPPPPPNIPPPPPP PPPPPPPPPPPPPPPPPPPP :ONCRETE RETAINING WALL DESIGN opyright (C) 1987 by Concrete Reinforcing Steel Institute 'ROJECT: SEAGULL USA MUM TUCKWILA MARK i MIL SITE: NIS Me mg= -1,111'r FOS against OT = 2.7? 1 • 1..4 1 _174. 11 JA 10/30/91 rocomin oPPPPPPPPPPPPPPPPPPPPPPNWPAPPPPPPPPPPPPPPPPPPPPPPPPAPPPIPPPPPPPPPPPAPPPPPPPAPPA J]NCRETE RETAINING WALL DESIGN ]opyright (C) 1987 by Concrete Reinforcing Steel Institute TQ8T; SEAGULL USA 'OCAll0N: TUCKWILA MARK 1 4ALL SlT[: FinaImiF7lon ][)3EGINI Brpla8 fc' 2500 psi fy 60000 psi Load Factor LL Load Factor DL 1.7 1.4 JA 10/30/91 Pt Mu • d p p/pb Req'd As As(MIN) kip-ft in. in.} 200/fy 4/3As T&S 1 0.00 5.40 .00000 .00 0.00 0.22 0.00 0.17 2 0.01 5.40 .00001 .00 0.00 0.22 0.00 0.17 3 0.04 5.40 .00002 .00 0.00 0.22 0.00 0.17 4 0.09 5.40 .00006 .00 0.00 0.22 0.00 0.17 5 0.18 5.40 .00011 .01 0.01 0.22 0.01 0.17 6 0.30 5.40 .00019 .01 0.01 0.22 0.02 0.17 7 0.48 5.40 .00031 .02 0.02 0.22 0.03 0.17 8 0.72 5.40 .00046 .03 0.03 0.22 0.04 0.17 9 1.02 5.40 .00066 .04 0.04 0.22 0.06 0.17 10 1.40 5.40 .00090 .05 0.06 0.22 0.08 0.17 3HECK SHEAR: Vu = 0.84kips mVn = 5.51k1ps 3HEAR Reiforcment @ Base of Stem =0.02 in.}/ft. ,t Mu d p p/pb Req'd As As(MIN) kip-ft in. in.) 200/fy 4/3As T&S 1 0.24 8.40 .00006 .00 0.01 0.34 0.01 0.24 :HECK SHEAR: Vu = -0.04kips mVn = 8.57kips Mu kip-ft 3.01 d p p/pb Req'd As As(MIN) in. in./ 200/fy 4/3As T&S 9.40 .00064 .04 0.07 0.38 0.10 0.26 HECK SHEAR: Vu = 1.30kips mVn = 9.59kips ffieel) > M(stem) Used alternate design prooeedure. (See US ERS MANUAL) PPRPPPPePPPPPPPPPPPPPPPPPPPPPPPPNIPPPPPPNIPPPPPPPPPPPPPPiPPPPPPPPPPPPPPPPPPPPP 5 NCRETE RETAINING WALL DESIGN pyright (C) 1987 by Concrete Reinforcing Steel institute JET: SEAGULL USA ATM TUCKWILA L SITE: TUCKWILA OV1L 9fnIn lit cgit CD IC20 'Kr CA- C521 le* cr. 'Mg CD Cni CO Lev irs$ P4 •CC JA 10/30/91 r,-- ‘.121 KLI 041=4 7..10 =1.1 = ■ "' M = CVI CD 'CC aril Coe) -.Jima. 1 1 Lo-II P=I 1''''' ••••••J C-D 1C-11 4::zi Coll 1-16-1 = C, -1-1. ....s. Lem Leo = = C.P1 =ry •mm.41 .komme/0■41 all nV 00 40) "-X R:71 eriLla or-v-v ett1 IV IgZo =ry Lei = Ma oP) *MI =■-• IV - <=4 4=gLAJI CO La- La- 0.111 Ins .....4 F•41 11 -.NZ. 40)1 441 Leg = PLI w = CTII Ac 11 , $ -------------4-CC4•- 415. 1D -D:■ . 11 m: ■ . ll C1NmI1I1I:M..0IaeX■ G+1c 1 ir 1 AA , 1 . II 4 1 1 I e%N 6N ..■ .4 O \ f= ■ M Coe, %v.-- C: lie 4401 54 100 ka=v il ".% p.-. = ili ... 404 rm.% 1.- ■ 44.4 NJO - Ck; CW 1:14 N.....0 I-- are CO Npom gal immm = C41•31 = Coe) ■ OD 51:241 mmml URI .....4 LIN • 0,1013 F:"PbtO 31.11---- C: ��4110 3C INA FeJC INDIO IN1/41 4 Ppppp/pp, ppppppppPpppppppPppppppppppppppp ppp pp p pPpPp pppppppp pppppppPppppppppp pPp CONCRETE RETAINING WALL DESIGN Copyright (C) 1987 by Concrete Reinforcing Steel Institute PROJECT: SEAGULL USA JA LOCATION: TUCKWILA 10/30/91 NAiL SITE: TUCKWILA ���I t...4 1E31:) ���1\1�1R.: -r- �111.,1/411 elF•���� fc' 2500 psi Pt fy 60000 psi rida- Load Factor LL Load Factor DL 1.7 1.4 Mu d p p/pb Req'd As As(MIN) kip-ft in. in.} 200/fy 4/3As T&G 1 0.01 5.40 .00000 .00 0.00 0.22 0.00 0.17 2 0.05 5.40 .00003 .00 0.00 0.22 0.00 0.17 3 0:16 5.40 .00010 .01 0.01 0.22 0.01 0.17 4 0.39 5.40 .00025 .01 0.02 0.22 0.02 0.17 5 0.76 5.40 .00048 .03 0.03 0.22 0.04 0.17 6 1.31 5.40 .00084 .05 0.05 0.22 0.07 0.17 7 2.08 5.40 .00135 .08 0.09 0.22 0.12 0.17 8 3.11 5.40 .00203 .11 0.13 0.22 0.18 0.17 9 4.42 5.40 .00293 .16 0.19 0.22 0.25 0.17 10 6.07 5.40 .00409 .23 0.26 0.22 0.35 0.17 CHECK SHEAR: Vu = 2.22kips mVn = 5.51kips SHEAR Reiforcment @ Base of Stem =0.06 in.}/ft. Pt Mu kip-ft d. p p/pb Req'd As in. in.} 11 0.40 10.40 .00007 .00 0.01 CHECK SHEAR: Vu = -0.38kips mVn = 10.61kips As(MIN) 200/fy 4/3As T&S 0.42 0.01 0.28 Pt Mu d p p/pb Req^d As As(MIN) • kip-ft in. in.) • 200/fy 4/3As T&S 12 15.14 11.40 .00223 .12 0.30 0.46 0.41 0.30 CHECK SHEAR: Vu = 3.42kips mVn = 11.63kips M(heel) > M(stem) Used alternate design proceedure. (See USERS MANUAL) COMPUTATION SHEET Project Number: (?)0 050) , 0Z2 Project: Contents: Date: Dwdd Paeific E N G I N E E R I N G , I N C. EA GI Li 1, 4, L SA By: ,i A 6 T, W AAA. Checked By: Sheet: .. Of: salt, KEY G C PA6t) g V2 x' 172 )_/2 ° 9 F ■ kiiitre; TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Project T -246 December 10, 1990 Gordon D. Hjelm Dodd. Pacific Engineering, Inc 820 Minor North, Suite 200 Seattle, Washington 98109 Subject: Retaining Wall for Seagull, USA Dear Mr. Hjelm: The following paragraphs summarize our recommendations for designing this wall. Active Stresses - Use an equivalent fluid weight of 50 pounds per cubic foot where the backslope is 2 horizontal to 1 vertical and 35 pcf where the backslope is flat. Interpolate for intermediate slopes. Passive Resistance - It will be very low due to the 2 :1 slope below the toe. We recommend you ignore it. Base Friction - For a working stress design, use 0.35. Use a load factor of 1.6 if you prefer an ultimate strength design. Please call me or Bill Bailey in our office if you have further questions. Sincerely, TERRA ASSOCIATES, INC Anil Butail, PE President WB /mp cc: Steve Gula Seagull USA 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (206) 821 -7777 • FAX 821 -4334 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Project T -246 October 8, 1990 Mr. Steve Gula Seagull USA, Inc 4411 South Ryan Way Seattle, Washington 98178 Subject: Retaining Wall at West Property Line Seaco Business Park Dear Mr. Gula: We understand you wish to regrade the slope west of your west property line to an inclination of about 2 horizontal to 1 vertical. This will leave a vertical cut up at about 16 feet high within 28 feet of the west wall of your building. We have examined a preliminary drawing prepared by Frank Hofmeister of Dodd Pacific Engineering, Inc which shows this cut supported by a retaining wall of cantilevered soldier piles. The wall shown on the Dodd drawing is satisfactory for this application. The test pits we excavated on the property prior to construction of the building provide sufficient subsurface information so that the wall can be designed without additional explorations. Based on these test pits and on observations of the existing slope, we expect that rock may be encountered in the cut and in the augerholes excavated for the soldier piles. Soil -like materials above the rock should be adequately dense sands and sandy silts, much of which is weathered rock. Rock will increase excavation costs. We suggest estimating the cost of the augerholes based on the assumption that about half the drilling will be done with a core barrel. The retaining wall should be designed for an equivalent fluid weight of 35 pounds per cubic foot. Each pile supports these stresses over a width equal to the pile spacing. These stresses may be reduced 50 percent when designing the lagging to be installed between piles. To account for the influence of the 2 :1 slope below the toe of the wall, the passive resistance on the embedded portion of the piles should be reduced compared to values normally used. We recommend using an equivalent fluid weight of 200 pounds per cubic foot. These stresses can be assumed to act on a width twice the diameter of the augerhole drilled for the pile, but not more than two- thirds the spacing between piles. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (206) 821 -7777 • FAX 821 -4334 Seagull USA, Inc October 8, 1990 Project T-246 Page 2 The augerholes should be backfilled with a low - strength grout. A 28 -day compressive strength of 1000 pounds per square inch is adequate. We recommend you consider several minor modifications of Dodd's drawing. Firstly, we would prefer to steepen the slope slightly in order to provide a bench four to five feet wide at the toe of the wall. Secondly, the height of the south end of the wall could be reduced a few feet by regrading the planter shown on Section 1 of the drawing to slope away from the building somewhat more steeply. Finally, you could consider also a gravity wall to retain this cut. A gravity wall could be either reinforced concrete or a gravel -filled crib assembled from steel or precast concrete elements. It would require an excavation closer to the building than the soldier pile wall but would eliminate the difficult drilling expected for the augerholes. Footing elevations along the west wall should be checked to verify the building will not be endangered by this cut. A gravity wall can be proportioned for the active stresses recommended for the soldier pile wall. The toe of the wall should set back at least four feet from the slope and the bearing stress at the toe of the wall should be limited to 4000 pounds per square foot. We appreciate your request for our recommendations concerning this matter. Please call me or Bill Bailey in our office if you have further questions. Sincerely, TERRA ASSOCIATES, INC Anil Butail, PE President WB /AB:mp cc: Frank Hofmeister Dodd Pacific 7 "ears TERRA ASSOCIATES, Inc. Geotechnical Consultants December 18, 1985 Project No. 246 Mr. Steve Gula Seaco Petroleum, Inc. 7777.Perimeter Road So., Suite 201 Seattle, WA. 98108 Subject: Geotechnical Engineering. Study' , Proposed Office /Warehouse Building South Ryan Way & Martin Luther King Jr. Way. Seattle, Washington Dear Mr. Gula: As requested, we have conducted a Geotechnical Engineering Study for'the proposed office /warehouse structure to be constructed at the southeast corner of the intersection of Martin Luther King Jr. Way and South Ryan Way in Seattle, Washington. The purpose•of our study was to explore the subsurface soil conditions in the area of the proposed construction in order to provide recommendations for site preparation, .foundation design and construction. The scope of our study included test pits, laboratory tests,.geotechnical engineering analyses and the preparation of this report. This report presents our findings and the results of our study. SUMMARY OF FINDINGS Our study indicates that the site is underlain at relatively shallow depths by bedrock. This bedrock strata will provide adequate foundation support for the proposed three -story steel frame structure although it will be difficult to excavate to proposed building grades. Our test pits indicated bedrock at depths of 4 to 11 feet below existing grades which will necessitate • excavation of up to about 4 feet below the top of the rock to reach footing grades along the south wall. Along'the,�north,,wall•, where deign footing. grades are higher than the rock, footings should be excavated down to rock to provide uniform foundation bearing conditions throughout the structure. The following sections of this report describe our study and explain it in greater detail. • 13017 N.E. 85th Street • Kirkland, Washington 98033• Phone: (206) 827-9404 • Mailing Address: P.O. Box 3338 • Redmond, Washington 98073 SITE CONDITIONS The subject property is a triangular shaped plot located at the southeast, corner of Martin Luther King Jr. Way and South Ryan Way in Seattle, Washington. The site is heavily wooded with large second growth alder, maple • and cottonwood trees. Overall topographic relief ranges from about Elev. 70 • along the south property line in the eastern portion to about Elev. 20 in the northwestern corner. The general gradient of the site is from the south down towards the north. PROJECT DESCRIPTION At the time our study was performed, it was planned to construct a three — story steel frame office — warehouse structure located as shown on the Site Plan (Figure 1). Details of the exact building design and structural loading for the building were not known at the time of our study. However, based on previous experience with similar structures, we expect that perimeter load bearing walls will carry less, than 5 kips per lineal foot and that isolated spread footings will carry loads of less than about 75 kips. Preliminary plans indicate that finish floor elevations for the first floor will be at Eley. 36.5 feet requiring .cuts of up to 16 feet along the south building wall and two to four —foot fills for the northwest corner. Basement walls will be required along the south, west and east walls. . As design .details become finalized, Terra Associates, Inc. should be allowed to review the plans to make supplementary recommendations, if needed. FIELD EXPLORATION Our field exploration was conducted on November 13, 1985. Subsurface conditions in the area of the proposed building were explored by excavating 8 test pits to a maximum depth of 11.5 feet below the existing grade. Test pits were excavated using a rubber —tired backhoe. The locations of the teat pits were.approximately determined by measurements from the numbered trees on the Topographic Map and Tree Survey prepared by David Evans & Associates, Inc. Elevations of the test pits were determined by interpolation from elevations shown on the Topographic Map. Locations of the test pits are shown on the Site Plan, Figure 1. The field exploration was continuously monitored by our representative who classified the soils encountered, maintained a log of each test pit, obtained representative samples, and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System, which is presented on Figure 2. Logs of the test pits are attached to this report as Figures 3 through 6. These logs represent our interpretation of the field logs and the results of the laboratory examination and tests of field samples. Prniprt No ')46 P:0 9 Representative soil samples obtained from the test pits were placed in closed containers and returned to our laboratory for further examination and • testing. Moisture content determinations were performed on all samples. In addition, we also performed three sieve analyses to determine the grain size characteristics of representative site soils. The results of these tests, as well as the soil classifications are shown on Figure 7 and on the logs included with this report. SUBSURFACE CONDITIONS Soil conditions at the site are fairly uniform, as indicated by our test pits. Generally, the pits encountered up to approximately 6 inches to 2 feet of duff and topsoil below the surface. Below, native soils consisted of loose to medium dense sandy silt and silty sand with rock fragments. These materials extended to depths ranging from about'4 to 11.5 feet below the ground surface. Soils at depth consisted of dense weathered to unweathered sandstone bedrock. Groundwater seepage was not encountered in any of the test pits during our field study. However, it is likely that some flow of groundwater may occur within fractures in the sandstone bedrock. DISCUSSION AND RECOMMENDATIONS General Based on our study, it is our opinion that the proposed office — warehouse structure may be constructed as planned, provided the recommendations presented in this report are incorporated into the project design and construction. The primary geotechnical featu'e affecting the proposed construction is the presence of bedrock at depths of 4 to 11 feet below existing grades. SI 0.� It is planned to establish the basement floor at Elev. 6G'�. r tnis� floor level, the foundations will be at approximate Elev. 35+. At this anticipated foundation level, we expect that most foundation excavations along the south, east and west sides• of the building will extend into bedrock or be very near it. However, along the north wall, in roughly the western half, the foundation excavation may not extend to bedrock and will bottom on the native loose to medium dense sandy silts. If this portion of the building were supported on these sandy silts, while the remainder of the building is supported on bedrock, differential settlements will occur between the two portions of the building. Such differential settlements could result: in significant damage to the structure. Hence; wewrecommendmthat all 4ouAdatdons.,be.Kextendedwdow witombedmoek. AtmsomagliooationsTsalongwthatAoktbw r wal-L• ooverexeavationi4oLaive uleetvmaps,bey,requiredw4otmtk swpurposey Along the south wall (Test Pit TP-B), the bedrock is at about Elev. 42 and dips toward the north to about Elev. 36 at the northeast corner (Test Pit TP- 7) and about Elevs. 28 to 30 in the northwest (Test Pits TP -1 and TP -2).• The • rock uncovered in the test pits is a soft sandstone. At the soil -rock interface, the rock is fractured and relatively easily excavated. It will likely become more dense and difficult to excavate with depth. Heavy ripping will almost certainly be required at greater depths of excavation into the bedrock. Basement retaining walls will be required along the south, east and west sides of the structure. These walls must be designed to resist lateral earth pressures. In addition, they must be waterproofed, as well as provided with adequate subsurface drainage. This report has been prepared in accordance with generally accepted geotechnical engineering practices. It is intended for specific application to this project and for the exclusive use of Seaco Inc. and their representatives. No other warranty, expressed or implied, is made. The following sections of this report present more detailed recommendations for.the various geotechnical engineering aspects of the project. These recommendations should be incorporated into the project design and construction. Site Preparation, Grading and Earthwork Preliminary plans available to us at the time of our study indicate that cuts of up to about 14 to 16 feet along the southern wall and fill of 4 to 6 feet at the northwest corner will be made for the building pad. The excavation for the southern wall will extend into the bedrock by about 6 feet or more. The rock is fractured at the soil/rock interface but will likely become harder and more difficult to excavate with depth. This rock and the difficulty of excavation should be taken into account when designing underground utilities. Structural fill placed for slab support should be placed in shallow lifts and. compacted to at least 95% relative compaction as determined by ASTM Test Designation D -1557 (Modified Proctor). For structural fill placed in parking areas, relative compaction of 90% is adequate up to the final foot where 95% relative compaction should be achieved.' We recommend that structural fill to be placed under wet conditions be granular and contain less than 5% fines (material passing the #200 sieve on the portion passing the 3/4" screen). Areas to receive structural fill should be cleared of vegetation and topsoil prior to placing fills. The existin: soils have a hi:h fines content and at i the time of our study, t ey were wet, ma ng t ese so s si icu t to compact for structural fill. The existing soils are also moisture sensitive and subject to disturbance under construction traffic. Overexcavation and replacement with granular pit run soils may be necessary to provide a stable working surface. Thpk d ept� e~A '" r g' ifs e' wor s o e cocnpldt6`d dUritig �cerexca�V�bidt��rad�]��}ri:kel b�e•: neaten +a,. i the winter rainy season. The 3setigi ifs asiitidiltr= 'tr'iat'eti °b efe"I ATBYtif' i rd veWrtird Eking: easat p sk, consi'clki d I ' `itegge feabii i ee Foundations • The proposed three -story steel frame structure may be supported on continuous and /or isolated spread footings bearing on the firm bedrock. In qrder to provide relatively uniform foundation bearing conditions throughout the structure, all foundations should be based on the rock. This will require excavation through the soil overburden for the northern portion of the building.. This overexcavation may be up to five.feet at some locations. Perimeter foundations should extend to a minimum depth of 18 inches below the adjacent final grade. Continuous footings bearing on sound bedrock may be designed for an allowable bearing pressure. of 5,000 pounds per square foot (psf). •A minimum width of 18 inches should be used for continuous footings. Individual spread footings, where'used, may also be designed for an allowable bearing. pressure of 5,000 psf and should have a minimum width of 24 inches. A one -third increase in the above bearing pressures may be used when considering wind or seismic loads. All footings should be provided with steel reinforcement in accordance with structural requirements. Continuous perimeter drain lines should be installed adjacent to perimeter footings. Settlements We anticipate that the total long -term settlements under building loads supported on bedrock less than 0.5 inches. Basement Walls Basement retaining walls should be designed to resist lateral earth pressures. Where walls are relatively free to rotate at the top, we recommend that walls be designed to resist the'pressures imposed by an equivalent fluid weight of 35 pcf. Walls that are restrained from free movement at the top should be designed for an additional uniform lateral pressure of one hundred psf. The above pressures assume a maximum wall height of 17 feet, and do not take into account additional forces due to hydrostatic forces, adjacent high footings, surcharge loads or sloping backfill. These pressures also ume that materials retained by the walls will be imported granular soils j the native in -place soils wit- Kroger provisions for drainage. Project No. 246, Page 5 All walls must be provided with adequate subsurface drains and free - draining backfill to prevent development.of hydrostatic pressures. Behind all walls, we recommend placing at least a 12 -inch wide zone of free - draining materials having less than 2% fines passing the #200 sieve on the material passing a 3/4" sieve. Alternatively. a manufactured drain such as Enka drain or � Q Miradrain may be used apsainst the wall. A perforated drain pipe should be placed at the base of the permeable layer at the same level as the base of the footing and should discharge towards suitable drainage facilities. A layer of native soil no more than 6 inches thick may be used to cap.and "seal" the permeable layer at the surface after a filter cloth or construction paper has been placed over the clean backfill. Lateral Loads Horizontal forces may be resisted by passive pressures equal to those imposed by a fluid with a density of three hundred and. fifty (350) pcf. This value assumes that all footings are poured neat against undisturbed native soil /bedrock or compacted fall soils. A coefficient of friction of four tenths (0.4) may be used between concrete and soil /bedrock. Concrete Slabs Floor slabs may be constructed as slabs -on -grade supported on the native subgrade or compacted structural fill placed in accordance with the Site. Preparation section of this report. • A control joint should be installed in the concrete slab along the cut -fill line to accommodate potential differential settlements. We recommend that at least four inches of a free - draining gravel, such as 1/4 to 3/8 -inch pea gravel be placed beneath the slab to act as a capillary break. In areas where damp floors are undesirable, a plastic membrane with a thickness of ten to twelve mils should be placed above the gravel to act as a vapor barrier. The membrane may be covered by an inch or so of sand to protect it from damage during construction. • Surface and Subsurface Drainage Finish surface gradients should be created to direct runoff away from the buildings and towards suitable discharge facilities. To reduce the potential adverse effects of groundwater on foundation performance, we recommend that permanent footing drains be installed. Roof drains should be separately tightlined away from the buildings and discharged into adequate drainage facilities. Prn'iert Nn 9M Ppfm:, A Excavations and Slopes Excavations of about 14 to 16 feet will be required for the south wall. Temporary cuts in the native soils should have an inclination no steeper•than 1:1 horizontal :vertical (H:V). Surface water should not be allowed to flow • uncontrolled over the temporary cut slope. All permanent slopes in native soils or fill materials should be inclined no steeper than 2:1. Surface water should not be allowed to flow uncontrolled over the top of any slopes. To reduce erosion and improve stability, all permanent exposed slopes should be seeded.with appropriate vegetation. We recommend that all slopes be examined by Terra Associates, Inc: to verify that slope conditions are as expected, and to provide supplementary recommendations if slope conditions are encountered that differ from those seen in the test pits. Pavement Areas Parking and roadway areas may be supported on a recompacted stable native soil subgrade or compacted structural fill in accordance with the site preparation section of this report. The near surface soils are soft and were • wet at the time of our study. Where finish grades are close to existing grades, overexcavation and replacement with clean granular fill may be necessary to provide a stable subgrade. Regardless of the compaction effort, all subgrade areas must be in a stable and non - yielding condition prior to paving. Soft areas in the subgrade should be overexcavated and replaced with structural fills to achieve a stable subgrade. The use of a course of ATB to protect the subgrade after 'excavation should be considered, if work will be performed during wet weather. The pavement section for lightly loaded traffic or parking areas should consist of two inches of Asphalt Surfacing over four inches of Crushed Rock Base or three inches of Asphalt Treated (ATB). Heavier loaded traffic areas will require thicker sections. We will be pleased to assist you in developing appropriate pavement sections for heavy. traffic zones, if needed. Additional Services We recommend that Terra Associates, Inc. be requested to conduct a general review of the final design and specifications to verify that earthwork and foundation recommendations have been properly interpreted and implemented in the design of the project. Project No. 246, Page 7 The analyses and recommendations submitted in this report are based upon the data obtained from the test pits excavated on the site. Subsurface conditions different from those observed in the test pits may exist on the site. The nature and extent of such variations may not become known until construction is underway. If variations•are then observed, Terra Associates, We also recommend that Terra Associates, Inc. be retained to provide • geotechnical observation and testing services during construction.' This is to observe compliance with the design concepts, specifications and recommendations. It will also allow expedient design changes in the event subsurface conditions are encountered that differ from those anticipated. We recommend that Terra Associates, Inc. provide the following services during construction: (a) Examine and proofroll prepared subgrade areas prior to the start of fill placement or earthwork. (b) Observe stability of temporary cut slopes. (c) Perform field density testing of structural fills and observe grading and earthwork operations. (d) Examine all foundation bearing surfaces and slab subgrades . prior to forming and concrete placement. It is requested that we be given two working days' notice to provide any of the above services. The following figures are included and complete this report: Figure 1 Figure 2 Figures•3 through 6 Figure 7 Site Plan Soil Classification Chart Test Pit Logs Grain Size Analysis Protect No. 2461. PAQe 8 .....«.....,..+.«.,., ”••••• ...••••# ,.. lflH1f11 N Proposed Building AVM 'Hr toN TP 1-41.5 (11.5) . 11 4.111 . 11 6111111, LwGq 8 PRIMARY DIVIi .4S GRAVELS more than.half of coarse fraction is larger than No. 4 sieve Clean Gravels (leas than 5% finest. Gravel with fines Group Symbol . SECONC Y DIVISIONS • • GW well •graded gravels, gravel -sand mixtures, little or no fines. _ GP poorly graded gravels or gravel -sand mixtures, little or no fines. GM silty gravels, gravel -sand -silt mixtures, non- plastic fines. GC clayey gravels, gravel- sand -clay mixtures plastic fines. well graded Banda, gravelly sands, little or no fines. SANDS more than half of coarse fraction is smaller than No. 4 sieve Clean Sande (leas than • 5% fines) Sande with fines SW poorly graded sands or gravelly sands, little or no fines. _ Sid silty sands, sand -silt mixtures, non- plastic fines. SC clayey sands, Sand -clay mixtures, plastic fines. SILTS AND CLAYS liquid limit is lees than 50% SILTS AND CLAYS liquid limits is greater than 50% HIGHLY ORGANIC SOILS inorganic silts and very fine sands, rock flour, silty or clayey fine sands or clayey silts with alight plasticity. CL inorganic clays of low to medium plasticity gravelly clays,'sandy clays, silty clays, lean clays. OL organic 'silts and organic clays of low plastici . MB inorganic silts, micaceous or diatom - ceous fine sandy or ell ty soils, elastic. — r— CH inorganic clays of high plasticity, fat clays. PT eat and other highly organic soils. • DEFINITION OF TERMS . U.S. Standard Series eve Clear Square Sieve Openings 200 40 10 4 3/4" 3" 12" SILTS k CLAYS SAND GRAVEL • (:�,1BBL BOULDER fine medium coarse fine coarse GRAIN SIZES SANDS, GRAVELS. AND NON- PLASTIC SITS STANDARD PENETRATION 1riw /FL 0- 4 4-10 10 -30 30 -50 over 50 PLASTIC SILTS AND CLAYS Unconfined Compressive Stye tong sq. ft_ 0 - 1/4 1/4 - 1/2 1/2 - 1 1 - 2 2 - 4 over 4 STANDARD PENETRATION RlQwRlfL 0 - 2 2 - 4 • 4 -. 8 8 -16 16 -32 over 32 • very loose loose medium dense dense very dense - very soft soft firm stiff very stiff hard RELATIVE DENSITY CONSISTENCY • UNIFIED SOIL CLASSIFICATION SYSTEM ... Na∎ "..F.•. ''•' V Q'i ASSOCIATES Geotechnical Consultants Seaco Building Seattle, Washington Pro). N0,246 Date Dec.'85 Figure 2 Depth (h.l 0 5 10 16 0 5 10 15 Lg,d gy GPM Dow _11-19-85 USCS . TEST PIT Soil Description Lowed By G M Dsne 11 -19 -85 TEST PIT 1 NO. 2 Elev. 32 ML • 6" Forest litter and topsoil Tan, sandy SILT, moist, loose. 13.3 i �1. SS Fractured sandstone grading to dense sandstone. -; -+ MP NMI Test Pit met refusal at 4.5 feet. No groundwater seepage. Lowed By G M Dsne 11 -19 -85 TEST PIT 1 NO. 2 Elev. 32 TERRA ASSOCIATES Geotechnical Consultants TEST PIT LOGS Seaco Building Seattle, Washington Proj. No. 246 Date Dec. '85 Figure 3 ML • 8" Forest litter and topsoil • .Reddish brown sandy SILT, moist, loose. 24.5 SS Fractured sandstone grading to dense sandstone. -; -+ MP NMI Test Pit met refusal at 5 feet. No groundwater seepage. • TERRA ASSOCIATES Geotechnical Consultants TEST PIT LOGS Seaco Building Seattle, Washington Proj. No. 246 Date Dec. '85 Figure 3 • TEST PIT NO. Depth lft.l 0 5 10 15 0 5 10 15 Lowed By GPM D 11 -19-85 Soil Description ;fop AW SM Forest litter and topsoil. 14.0 . ,.,. , ..o - - -' j ML ML Reddish /brown, sandy SILT, with fractured sandstone rock pieces, dry, dense. Reddish /brown, sandy SILT, dry, dense grading to dense siltstone. .y -- SM ML Test Pit terminated at 8.0 feet. No groundwater seepage. • Log9sd 5y --G M-- . Deo. 11 -19 -85 TEST PIT NO, E lev. 42 TERRA ASSOCIATES Geotechnical Consultants TEST PIT LOGS Seaco Building Seattle, Washington Prof. No. 246 Date Dec.'85 Figure 4 AW SM Dark brown topsoil, moist, soft.' 19.0 10.8 13.8 • j .1- SM ' ML Brown, gravelly sandy SILT, moist, medium dense. - SM ML Light brown, sandy SILT with gravel and sandstone fragments, dry, dense. ,; SS Fractured sandstone - Test Pit met refusal at 7.0 feet. No groundwater seepage. . TERRA ASSOCIATES Geotechnical Consultants TEST PIT LOGS Seaco Building Seattle, Washington Prof. No. 246 Date Dec.'85 Figure 4 Depth lit.) 0 5 10 15 0 5 10 15 LoggimiBy GAL D. 11 -19 -85 USCS TEST PIT Soil Description Elev. __56 W Logged Sy , GPM Dots ,_;y -Ftrl. TEST PIT NO..__6_._ Elev. __.,..53.. -' SM • J. Dark brown topsoil with dense roots, moist, soft. 21.7 12.6 11.9 - --- . . '.*1 • M SM ... a Light brown, silty SAND with gravel and sandstone fragments, dry, medium dense grading to dense and very dense at 8 feet. ,� SS Test Pit terminated at 8 feet. No groundwater seepage. • Logged Sy , GPM Dots ,_;y -Ftrl. TEST PIT NO..__6_._ Elev. __.,..53.. TERRA ASSOCIATES Geotechnical Consultants TEST PIT LOGS Seaco Building Seattle, Washington Figure 5 Proj. No. 246 Date Dec.'85 1 SM Dark brown topsoil, moist, soft with roots. 30.1 12.3 - --- . . '.*1 • M :i l SM , Grey gravelly, silty SAND, moist, medium dense grading to very dense at 7.0 feet. SS Fracjured sandstone Test Pit met refusal at 9 feet. No groundwater seepage. TERRA ASSOCIATES Geotechnical Consultants TEST PIT LOGS Seaco Building Seattle, Washington Figure 5 Proj. No. 246 Date Dec.'85 : Depth 0 10 15 0 5 10 15 Logged By- Do, 11 -19 -85 USCS • TEST PIT NO. Soil Description Elev. w Logged By .. G Dots 11 -19 -85 . ,TEST PIT NO 8 E iev. 5_.. 3 .o. 3 114 Durk brown topsoil Dark brown topsoil . 24.7 14.0 7.6 • SM ML I :-Ti 0iif SM ML Mottled, orange /grey, sandy SILT, moist, soft. r . SM • t i SM Mottled grey /tan, silty SAND with fractured sandstone fragments, moist, medium dense. SM Grey, gravelly, silty SAND with cobbles to 6 ", moist, very dense. F actured sandstone dr Test Pit met refusal at 11.5 feet in dense sandstone. No groundwater seepage. Test Pit terminated at 10.5 feet in fractured sandstone. . Logged By .. G Dots 11 -19 -85 . ,TEST PIT NO 8 E iev. 5_.. 3 .o. TERRA ASSOCIATES Geotechnical Consultants TEST PIT LOGS Seaco Building Seattle, Washington Proj. No. 246 Date Dec.'85 Figure 6 1:4 SM Durk brown topsoil 18.9 8.8 g,q SM ML I Tan, sandy SILT, moist, llose. ^. — r . SM • Tan, sandy SILT with gravel and sandstone fragments, moist medium dense to dense. agme , , � wriel • `� 'lr, .,.�t. IA SM Grey, gravelly, silty SAND with cobbles to 6 ", moist, very dense. Test Pit met refusal at 11.5 feet in dense sandstone. No groundwater seepage. TERRA ASSOCIATES Geotechnical Consultants TEST PIT LOGS Seaco Building Seattle, Washington Proj. No. 246 Date Dec.'85 Figure 6 , ' oaQ avec 97Z ON Toad uol8uzyseM 'at��eas 3uzpiTng ooeaS. SISATMV 3ZIS Nit/dO In N O In In . r▪ ~* rD '. N C rr - F' �e r rn a 00 • Co m F-� El!!IljnEll!MMEM 0 ►-+ N - Q • O W ch Co v » C • O 300 200 100 80 80 40 30 20 10 8 8 4 3 G) A 2 Z 1 m.8 `z .e r= .4 r mE .3 .2 m x7 .1 .08 .06 .04 .03 .02 .01 .008 .008 .004 .003 .002 .001 O 0 swellnsuoJ leoiupaloa! S31vIDOSSb V111131 1HOI3M AS 113NId 1N3O1:13d w O O O O 8 8 g12 -t2 a • • r 8 8 8 8 8 •8 1.1-1013M AS 1:13S11VOO 1N331:13d O 8 4 3 2 1'1, 'h `I '1. 4 10 20 40 80 100 200 .08 .04 .03 .02 .01 .006 .008 , .004 .003 .002 0.001 N m 0 m 0 0 m 2 x b Ffl m z 0 N RETAKE OF PREVIOUS DOCUMENT Depth (ft.) 0 5 10 15 0 5 10 15 Logged By GPM Digs 11 -19 -85 USCS TEST PIT NO. Soil Description Logged BY -- GPM Dete 11 -19 -8 ;, ,TEST PIT NO. 8 E lev. 5._...3 '').41 SM SM Dark brown topsoil 24.7 14.0 7.6 • • i. � � 111 :'•43 ;jstj4 SM ML !Mottled, orange /grey, sandy SILT, moist, soft. t ; I : SM 1 = SM Mottled grey /tan, silty SAND with fractured sandstone fragments, moist, medium dense. s Grey, gravelly, silty SAND with cobbles to 6 ", moist, very dense. • F actured sandstone dr . Test Pit terminated at 10.5 feet in fractured sandstone. Logged BY -- GPM Dete 11 -19 -8 ;, ,TEST PIT NO. 8 E lev. 5._...3 '').41 SM Dark brown topsoil 18.9 8.8 9,9 i. � � 111 {1 SM p Ma- Tan, sandy SILT, moist, llose. �' ..-';.ft, t ; I : SM Tan, sandy SILT with gravel and sandstone fragments, moist, medium dense to dense. .. . s Grey, gravelly, silty SAND with cobbles to 6 ", moist, very dense. • Test Pit met refusal at 11.5 feet in dense sandstone. No groundwater seepage. TERRA ASSOCIATES Geotechnical Consultants TEST PIT LOGS Seaco Building Seattle, Washington Proj. No. 246 Date Dec. '85 Figure 6 0 z 0 w a 0 LL 0 N 400' Z00. 0 PERCENT COARSER BY WEIGHT • 2 8 8 1.00. —.4..1 4. l / i 900' 900' 40' 1 t ,r 4_ 90' 00Z 004 09 0r OZ 0 Y 'r. 'k 'l. v. '1.4 e b 9 Z I i a 8 M PERCENT FINER BY WEIGHT TERRA ASSOCIATES Geotechnical Consultants N 0 Z00' COO' P00 900' 800' 40' Zo. co. ►o• 90' 80' u) CC C 2 V' —I 9 Z 8' W N N Z_ Z CC E t 8 8 o1. OZ OE 0P 09 08 004 00Z w z u- w z 11". z w w 0 w z LL w w N O 0 w N J m m O 0 0 a 0 0 0 0 n co • N by �� U 00 a� (.40 vi u) 0 GRAIN SIZE ANALYSIS Seaco Building Seattle, Washington Pro]. No. 246 Date Dec. '85 Figure • r •. , F X GAVi°AT� r'o F I ILL II Pa 47 CAW ir1,.::1Y N : e0170 I NG ;u 0 f X + 4,HA1.a 'o4i'"I'GI'kota•ri N 4o. e)191'11-16 ORNAt i141TAL Inu01.6 -1R To 4 W P IAIN ORTO0E Rg 1 V P $' t ICI -AG E' GONTRAGTor 4 OITIbN, TYr 7 f, Oe A'TION . SECTION LA NS / �x I'T INS / OE PI %WAK I -loud OTINIA Fz i�E 1'/ FRA - ER`4 I-10T KIIA OF I2.QAD SECTION. -fir j ,. :fr N175GAPINGt iN A G,Q faHA I L i3 /LaAN [2 °F A A OXTI ANe)I MAY L. I3 GUL.TIVATIH4 TO A.6 p61rrH ANC? At7 INGi edi PP 'TO OIL. PLANT I�C�GIC T t2I41-H C? 4uT sr" TY1=?IfiAL @ 24'` TriANG'uLAIZ PLANTS TO f'f FtAHP\I� IVY (I -I I75RA HELIX l-IAHN ) IN Z %`--° f OT,, 9 M05 MIN• Aofe. r71,ANT � T@ OirAp <3t�PC✓1zel3AGKrILLIN4:`0\ /1 Z w /InetAK MUL.6H. SCALE: 1 " =1 O'+0 ". Y; ` of iz_oA[2 Qi= SECTION SCALE: V:1 " =10' 136619 AU.,1.INF;ORM/010N ON THIS . COCUMSH IS The EXCLUSIVE P EW Y ()bob PACIFIC Eseititour4ap 1140 COPYRIGHT 19$1 ,lob No S ! FIJIIr iliirlrrifif . P> te: I 1 I I IT.,1 Ihr No.18 `�'°Y� W • ili, l film �lim ��Til��lmi�mi�l�flmiii��mm :Y0 135919 491 KAARK T WALL 54— TO e71= VAL.-L) TYPIGA\ 42 -- 7- L—. N -r - - • - -41I' 51:0 II • 41-1A17RAI L_,-r yr:. I 611e.API 11->r , , - .••• 7- r- 1 MAKK. Jr WALL "TOr 0 TYr IGAL. 34;.1-0 MAKI< ir WALL, 4 —54- •••,•••••■••■••••••••••........ PL-ANTINIT 0_ , k- ''HEET 2 •11011••••••••• 4•8161 ••••111111••• ••••1101 •NME•Ma. •••••••■•• fm•f•I MEMO. 4111MININN •INNI■ •••••••• mim•M I •••••••• •••••••• 11■••• Imogro ••■•■■• ••••••• •I•T ••••••• 114 MIMI& ...NMI q1111. FINI''H OF W TYP. riN14,1-1 1SA2E 176■4.9E OF WALL.) 7Yr: ■momommo..i.a. r(TI-J12M FINIH WE'T FAGS OF WALL IVY OVEK. OF WALL- ------- -1 1v21, eitaa ALIP.R7RA\IL- w/Po bl-so"az.i MAX. _7=,111 vIIN. • FIE AUflNb AKPIL.L.. RANDOM ‘7MOOTI--1 [3.9,6.12.12 WALL- TF-,XTL.Jlea Eg_ I 1-4 v2. .1:404■R VI 13,6\le 2H# WE.EP HoLe e 631-ono.6.,Typ: ■ L, A 1 e, MIN. A SECTION 16‘,1raOTIINA VRAIN \11: 1,7E.R.FORNrep 21-0" 'PE EP eNT. Key. otviire_ MAKI< T WAL-L If- x L 4- e:„ ONT. SCALE: 3/4"=V-O' 12'-a" WALL ELEVATION A SCALE: 1/4"=V-0" I-4- MAX. all MIN LJAK7K4IL 1:740T ed KEP. KEY 4T GON4RE.T K.E-r-ANIN•45 E GON 1.4A4ONkY L_L- —1— IFIL-L.VOI 1•11111J4 W Gtrt.AV J u_ /3/4- 4,1-1E.17 GOMPAe--TE12 FILL MATGISIAL-) ‘.01v1PA4T TO 907O DEN4ITY Ae-9 DETelze.MINED ay ATAP'I57 IN &' x 10,O 'tee3M11:7' 1 LAY FOK WALL. THAN 51-4" /e<I0V E>E7' 2. L-AYEI4z. R01)qz.. wAL.L.4 NA,.91e.E THAN 1.-.4" OVE 'ETTIN‘.1 Ea,E,G7 ERNATE RETAINING WALL SCALE: 3/8"=I-0" IFORM E2,\}22 T/PIGAL 1x, MIN. WALL- 71--11GI<NE E?:." r.eFER, SECTION NOTE: ALIAN VERT. ReVeAL_ W/1-4AN4ri OF WALL- T7r, 2 SCALE: 1 1/2=1-0" NOTE: OPP. VIDE KAI-47cArvi ti■Aa0714 f3.34\ x 4, I xdpi I x x 4/ 2.)(6. exe51:4\1Z,t2 P\TTAGI-1E. TO ALL FORM •WITH MAX. ‘1.-IR.F---"Ge WIP-11-1 ALJAN FORM EfPOAR. WITH EN? OP WALL- c CHAN6TE IN WAL.L. H_stAH-r; TYPICAL- WALL KAKI< H 5. On SLO" A RETAINING WALL SCHEDULE L fr t> 4 Lo' G 61_49 su sit t7 Y Vi f:,,NR V2 lavdNi I 2 FLA. L. HT: FtJLL Ht 4t4e9 1 "ac. 415,0 43 Hoz. jgooraa ainaalann.....OmMIMMOOMOOMOMML E3iti\R — *4 dol0"(26. *40 lotic,,Z. 122 HIGI<NE4 WEL 1714gAINIINA 3/411 a." KAN. BEP GONAPAGTE 'te.L..*1-4E 4TOT-4,... • JI 50 42 ••••••••■••• STRUCTURAL NOTES CODE: THE UNIFORM BUILDING CODE (UBC) 1988 EDITION. LIVE LOADS: LATERAL: EARTH PRESSURE 50 PCF (EQUIV. FLUID PRESSURE) SEISMIC ZONE 3 FOUNDATION: EXTEND FOOTINGS TO FIRM UNDISTURBED SQL OF 2,000 PSF BEARING CAPACITY. REFER TO TERRA ASSOCIATES, INC. REPORTS, DATED OCTOBER 8:1990 AND DECEMBER 10, 1990. EXTEND ALL FOOTINGS A MINIMUM OF 1'.6 BELOW ADJACENT EXTERIOR FINISHED GRADE. CONCRETE: (SPECIAL INSPECTION REQUIRED) CONCRETE f'c = 2,500 PSI g 28 DAYS, fc = 1,125 PSI. MINIMUM OF 5•1/2 SACKS OF CEMENT PER CU. YD. CONCRETE AND A MAXIMUM OF 6-3/4 GAL OF WATER PER 94# SACK OF CEMENT. ADD PLASTCCRETE OR POZZOUTH IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDAYIONS TO ALL CONCRETE EXCEPT FOOTINGS. CONCRETE PROTECTION FOR REINFORCING SHALL BE AS SHOWN ON DRAWINGS OR AS FOLLOWS: BOTTOM OF FOOTINGS 3' WALL EXPOSED TO EARTH 2' WALL EXPOSED TO WEATHER 1-1/2' ALL. CONCRETE IN FOOTINGS & WALLS SHALL BE PLACED MONOLITHICALLY UNLESS • SHOWN OTHERWISE OR APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. ALUMINUM CONDUIT AND ACCESSORIES SHALL NOT BE EMBEDDED IN CONCRETE. CALL, SPECIAL INSPECTOR FOR INSPECTION OF REINFORCING STEEL PRIOR TO POURING CONCRETE. INSPECTOR SHALL PROVIDE SPECIAL INSPECTION OF BFOuOLTDIINNGG CAONDDE.WALL IN ACCORDANCE WITH SECTION 306 OF THE UNIFORM, r • REINFORCING STEEL: DEFORMED BILLET STEEL ASTM A615, GRADE 60, fs = 24,000 PSI. • LAP ALL SPLICES ' 32d MINIMUM. PROVIDE 1-#5 x 4'-0' DIAGONAL BAR AT CORNERS. REINFORCING PLACING DRAWINGS SHALL BE PREPARED BY A QUALIFIED DETAILER IN ACCORDANCE WITH ACI MANUAL (ACI 315-80), SUBMIT PLACING PLANS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. STRUCTURAL & MISCELLANEOUS STEEL: PIPE ASTM A53 GRADE Fy'= 35,000 PSI. • • ALL STEEL NOT EMBEDDED IN CONCRETE OR MASONRY SHALL RECEIVE ONE SHOP COAT OF AN APPROVED PRIMER PAINT. MISCELLANEOUS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS IN THE' FIELD. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. 1 :1:1-:4 '11:13E11:CV g-EI' • :V: t 1: :IA CITY OF IVO/VILA JAN 7 )992 • PERMIT CENTER c• • • • • • • • Cr rC C,C a 2 LL 1,1 z z — o o cz w 4 > la Lill 0 Ca 0 op ill tu x cCLU0O cocnz ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF DODD PACIFIC ENGINEERING, INC. © COPYRIGHT 1991 3 0F3 Job No.90059.00 • - 121, I I I 31 1 41 . 51 No.18 '5-lIT ' it III t FPIftMhfflf iiiIftriIi II(11111111111111-11-1111111 011111 9 v.1 q: GONF1Gr .TIJi� JAN 61993 =i ...mammon z• :` IELM 0 cr) z cl IFMEIS ARCH, 0 cc 1 nod Pacific E N G I N E E R I N G , I 'N C. Offices in 820 Minor N. S.Jite200 388 Market St. Suite 400 Washington Seattle, WA 91109 San, Francisco, CA 94111 and California TEL 1206) 682 -1500 TEL 1415) 781 -1500 FAX (206) "682 -2623 FAX (415) 296.2590` Nationwide (8001621 -7300' c• • • • • • • • Cr rC C,C a 2 LL 1,1 z z — o o cz w 4 > la Lill 0 Ca 0 op ill tu x cCLU0O cocnz ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF DODD PACIFIC ENGINEERING, INC. © COPYRIGHT 1991 3 0F3 Job No.90059.00 • - 121, I I I 31 1 41 . 51 No.18 '5-lIT ' it III t FPIftMhfflf iiiIftriIi II(11111111111111-11-1111111 011111 9 v.1 q: R ' , 411,1' lr�•••S'i''/ ;i 1 1,. ,(., '• s4.?,•;� • • • + .yam..._- V.,. i