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Home My WebLink AboutPermit 5860 - Continental Can Company - Machine Foundations BUILDING PERMIT (POST PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA - — Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. 5S(OD DATE ISSUED: FEES DESCRIPTION AMOUNT RCPT N DATE BUILDING PERMIT FEE 285.00 Wga 3574 1 a -I 5- f 11 -14 -89 PLAN CHECK FEE 185.00 BUILDING SURCHARGE 4,50 -f&1, la-15-69 ENERGY SURCHARGE SQUARE FEET OTHER: SQUARE +OCC. FEET LOAD TOTAL SQUARE FEET TOTAL - 474.50 PLAN CHECK #89 -382 18340 Seqale Pk Dr "B" 30,000.00 PROJECT NAME/TENANT Conti :al Can Co ASSESSOR ACCOUNT* 352304 -9119 TYPE OF 0 New Building LJ Addition LE Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Build two machine foundations. PROPERTY OWNER M. A. Segale PHONE 578 -3200 ADDRESS p,0, Box 88050, Tukwila, WA ZIP 98188 CONTRACTOR Schell Construction CQ. PHONE 338 -1084 ADDRESS 5320 Norpoint Way .E., Tacoma, WA ZIP 98422 WA. ST. CONTRACTOR'S LICENSE # SCHELCC151B0 EXP. DATE 1 -18 -90 ARCHITECT NSA PHONE ADDRESS • ZIP USE / / c'm)t c•Or.itit / 1Aro't / / ZONING: M -2 BAR /LAND USE CONDITIONSEyes CXJNo FLp W SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD RE SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE +OCC. FEET LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: N _ S - E - W - FIRE PROTECTION: Sprinklers (] Detectors (10 N/A UTILITY PERMITS REQUIRED ?O Yes ®N o (through Public Works) ZONING: M -2 BAR /LAND USE CONDITIONSEyes CXJNo CONDITIONS (other than those noted on or attached to • rmNplans): IAPPROVED FOR 1 , BUILDING ISSUANCE BY: 3,\ J J , Jam, OFFICIAL DATE: 1 -ILI - I hereby certify that I have read and mined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or • - • . • rmance or work. I am authorized to sign for and obtain this building permit. DATE: /ii01/-) COMPANY: �G/./z2...- s - (6 SIGNATURE: PRINT NAME: Lr6 5ciizz -e- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: U31 I /.1 t BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER PROJECT NAME C-o n t i nQ ntat Cary Co . SITE ADDRESS 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 ". l c Lto a1,c, Pk ,lit1'15' SUITE NO. BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. ( BUILDING - initial review 12 -5 --8 (ROUTED) gFIRE t2 -5-89 ULTANT: Data �Mlt ate Approved - f 9_ , FIRE PROTECTION: [ ] Sprinkler O Detectors (I NSA 1 % FIRE DEPT. LETTER DATED: ,v /*— INSPECTOR: INIT: O PLANNING O PUBLIC WORKS O OTHER BUILDING - final review REVIEW COMPLETED INIT: ONINO: "m- IBAWLAND USE CONDITIONS? fl Yes No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: INIT: INIT: S- ] Yea [No E- W- "' c OF CONSTRUCTION: A/A INIT: UBC EDITION (year): 98$ PERMIT NO. CONTACTED -a- .t- Y .e , DATE READY DATE NOTIFIED 1 &- 1 (-4-. (Init.) -(A.:3 PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING &SC! . 3RD NOTIFICATION BY: (init.) - - -- CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDH3 PERMIT APPLICATION FEES (for staff use only) DESCRIPTION: BUILDING: PERMIT: FEE AMOUNT:::: RCPT: If �11'I'c IC/l IICON 111u`; T HE I-II1 EL.) OUI COII1f'LE TEL Y PLAN: CHECK: FEE:> ; .00 BUILDING: SURCHARGE : :DATE ENERGY SURCHARGE OTHER: TOTAL SITE ADDRESS SUITE # V AA C) e i� L1 PF1rc.v_ 06` ,15 PROJECT NAME/TENANT VALUE OF CONSTRUCTION - $ 3o 000 ASSESSOR ACCOUNT # 5503DL[ 1 1 9 9 TYPE OF U New Building U Addition (Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: "\'W ,AA Rcei- 1 r- rd d n.c.f 14-r i 0 BUILDING USE (office, warehouse, etc.) 14 4n- e0-n05 Ykc- NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? E) No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: Tenant Space: ` %0 C)OO t Area of Construction: 5--va WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? C No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER M` S ft? a—{ $ 6O'Se) Nkewrt-Y,+ 5 Y 13}j ADDRESS PHONE ,3U ZIP CONTRACTOR Sc:_1-I 11 Co ri--u Lf't u ADDRESS 53 zo /J6,t.P0� G��- -� ,-\I rel c a,N WA. ST. CONTRACTOR'S LICENSE # = . -� G C . eS0 c. PHONE 253 v._ /eiry ZIP9 a-1u EXP. DATE ARCHITECT PHONE ADDRESS ZIP BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME L eS, /SSu re-t.i- DATE ..... //p ") PHONE p-3( -fob -7 ADDRESS .are r- --7 fur' CITY/ZIP�Ne4,„9 9 CONTACT PERSON /3(.1-241 S /•�e.�< PHONE g3Y_ /�y 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 Perrnit Coordinator at 4433 -1551 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 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES o3IX,l COMMERCIAL �r S.BMITTAL CHECkJST NE1i C OM EfiGAL'SlNIAMK S/A0 lad bwld AR efor,: otsount Nurrabe Wo (2) ,ett of construotlol Usa of adjacent (common wall) tenant • Overal dimensions of building orsquare footage Floor glen d proposed tenant space: • Tenant spaoe pion with use of each room fabelted • Exit doors, puss patterns < :::. :• Now walls, existing wall, and walls to be demolished Construction detalis • Cross sedlons showing.wall oonstructlon and meihod o attachment for Root rind cells q StructurM caiaaiations stamped by a Washington State con.. engineer may be required if structural work is to be done (2 se E1.11 &w ufidity werlr la to be a ne, submit separate udlhy parm idon arrd don end cinOd'st to Pta (show g:bualth taf `ci ri l eteIHt :c ........ ............................... ruoh;ral caloulatlons. storm rid; ;storage;.8`: ;and o ......... ............................... RESIDENTIAL catlon (one: foc earl one: for each`structti Washington Stela Energy Code Cort p st d u lily. Pry! . Six (6) sets of si>a plans showir 6u+Ya g site lan and utility site plan may be os#mft appfic Lion and checklist Aar epacllia eu and soils intiornFolon may NOTE: ..a.YudWfjR i,ri pl r must be auk RE • a�?`.lnfliVitita 4: s2: .:vtw'd''4}Wrik!.415hgt<1,im:ty xa}ecnrr w.wvi: CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor ,CZJIA1701. 5,7 Kt,X“Vdi10,4<uM:1tyle`10 %e!'ie4 }FeehYt�nnidlldenNw6CU MnNkva.ro nevVCUlniMxYtt nl uvV: h+ t' t: f' x•: t'^7":'? 1. u1t 1A Vn: MtrYehk•,tl!e,•, w.+LCM•.n'�••N +} s INSPECTION RECORD PERMIT # • A Date 1 3- I D FOVIf 1(T(. 1 Q r-1 Date Wanted f `% -() a p.m 131-t,0 S a 2< r8" Project Cont1n2'I� COYI 5 N-e. �.Q.� Y Phone # 51S- 3.00 Special Instructions Inspection Result Inspector (Zef(A._ leiry9 Date 0/f0 23117(.f5A I,M,I?:ZAVaer.AA, r.,ni+A +;r.:s;•,,,�. rn,sro+ *..r..+s:.:uvvw CITY OF TUKWILA Building Division Tukwila,�tWashington Boulevard 911188 (206) 433 -1849 Type of Inspection G Site Address Requestor Special Instructions tit .....,«.M1'JM' AA, AAr IN.sa.f.� .Fh I:, ::.tYl+'e::'.:YtK. \+•.:.++•�l'. INSPECTION RECORD PERMIT # 5)(0■ Date lQ`IS-��1 17.e_ Cct f'j t� Date Wanted Ia_ I - Q 1 - %% --to (- 00_ FR Dc u6') Project CaM- lam-0J Can �n Phone # 51S- ecQ("� • 11 :yo Inspection Results /Comments: (/ p,G- CaS� /r'�f CU ;I( l7e r � ^ / aee -1 Ca (9011 '-o ?410VrCoc) , ��d TG 6-el fecq ns C�oG� s 5 e- Nb /9-0 Elf S / ab- 2-4,/ Z"/ . 63 /° s aka' 5 6 0111( J( loystii—etd aoczlee /? d G fi 10Qt," it!'e `sm 60.< l ( 406-1'---e • Date /9//f/17 Geo •O Engineers Hawthorne Hagen Architects 1500 Westlake Avenue North Seattle, Washington 98109 Attention: Mr. Maury Hagen Gentlemen: July 15, 1988 JUL 191988 ? �1 Consulting (;t technical Engineers and Geologists r6? ci'.th dpn; F • • Report Addendum Proposed Machine Foundations Building 1977, Segale Business Park Tukwila, Washington File No. 1379 -01 -6 INTRODUCTION This report addendum presents the results of our geotechnical services for proposed machine foundations inside Building 1977 in the Segale Business Park, Tukwila, Washington. Our services were requested by Mr. Jim Petersen of MacDonald McLaren Associates, Inc. and were verbally authorized by Mr. Hagen on July 7, 1988. These services are related to work we performed in the same building in 1983, for which a report was prepared titled, "Soils Investigation, Building 1977, Tukwila, Washington," and dated January 31, 1983. Our original work related to the support of two machines - a redraw press and a cupping press. Four augercast 12- inch - diameter 40 -ton capacity piles were installed to a depth of 45 feet below the existing floor slab for these two presses. We understand that a second line consisting of two similar machines is to be supported within 30 feet of the two installed machines. The machines weigh approximately 120 kips with an impact load of 150 kips at a frequency of 100 cycles per minute. We understand that each machine will be supported on six 30 -ton capacity piles. GenEngincers, Inc. 2405 140th Ave. NE, Suite 105 RcIlcvue, WA 98005 Telephone (206) 746-5200 Fax. (206) 746.5068 CITY OF TUKWILA NOV 1 4 1989 PERMIT CENTER Geo,Fngineers Hawthorne Hagen Architects July 15, 1988 Page 2 SUBSURFACE CONDITIONS Subsurface conditions were explored during the 1983 work and consist of approximately 6 feet of fill below the top of floor slab, underlain by approximately 21 feet of soft gray silt, which in turn is underlain by medium dense sand. The fill is generally dense and consists of sand with gravel to gravelly sand and contains widely scattered cobbles. The soft gray silt includes scattered organic matter. PILE FOUNDATIONS We understand that 12- and 16 -inch augercast piles and 12 -inch steel piles are being considered. In our opinion, these three piles are satisfactory provided they are supported in the medium dense sand below the soft gray silt. It is possible that the soft gray silt is still consolidating from the fill that was placed during development of the site. The approximate load on each pile is on the order of 30 tons including impact loading and the weight of the pile cap. We recommend a minimum penetration of 35 and 33 feet for 12 -inch and 16 -inch augercast piles, respectively. We recommend a minimum penetration of 40 feet for a 12 -inch pipe pile. The pipe pile may be driven open end. The recommended penetration depths incorporate an allowance for downdrag from the soft gray silt layer. The piles may be assumed to be fixed at the top by the dense sand and gravel fill layer. Accordingly, we recommend a point of fixity of 4 feet below the top of the floor slab. PILE INSTALLATION There are a number of considerations related to pile installation for both driven and augercast piles, as well as to soil behavior and vari- ability, during installation that should be observed by a qualified engineer to assure the intended results are being achieved. It is Geo �OEngineers Hawthorne Hagen Architects. July 15, 1988 Page 3 possible that our recommendations for pile penetrations may need modifica- tion based on actual installation behavior. To evaluate these considera- tions, we recommend that a representative from our firm be present during pile installation. Driven piles should be installed by driving them to grade or to a specified number of blows per foot. Pile driving records showing the blow count per foot of driving, pile length, cutoff, tip elevation, pile location and time required for driving would be kept by our repre- sentative. The contractor should mark the piles at 1 foot intervals to facilitate keeping the driving records. Also the first two or three piles should be left 3 to 4 inches high and redriven the following day to provide an assessment of their ultimate capacities. The blow count for practical refusal depends on the pile type, hammer size and efficiency, pile length and other factors. If driven piles are used, we can provide criteria for practical refusal and minimum cushion requirements once hammer is selected. Augercast pile installation should be performed by a contractor experienced in their placement. We recommend that field monitoring be on a full -time basis so that timely decisions regarding pile lengths and adequate monitoring of the installation are provided. In addition, we recommend that complete pile installation logs also be maintained for augercast piles. For augercast piles, the logs should include a detailed record of the installation procedure, the volume of grout used per pile, the pressure maintained during grouting, and any irregularities in soil conditions. USE OF THIS REPORT We have prepared this report for use by Continental Can and their architects and engineers for their use in design of a portion of this Geo go Engineers Hawthorne Hagen Architects July 15, 1988 Page 4 project. The data and report should be provided to prospective con- tractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are changes in the loads, grades, location, configuration or type of construction for the two presses, the conclusions and recommenda- tions presented may not be applicable. If design changes are made, we request that we be given the opportunity to review our conclusions and recommendations and to provide a written modification or verification. When the design has been finalized, we recommend that the final design and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. The scope of our services does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the explorations and also with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation by our firm should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. o 0 o - • co g0Engineers Hawthorne Hagen Architects July 15, 1988 Page 5 The conclusions and recommendations in in their entirety. We are available to this report should be applied review the final design and . specifications to see that our recommendations are properly If there are any questions concerning this additional services, please call. interpreted. report or if we can provide Yours very truly, GeoEngineers, Inc.. e Gordon M. Denby, P.E. Associate Two copies submitted Plan Check 089 -382: Continental Can Co. 18340 Segale Pk Dr "B" THE FOLLOWING COMMENTS APPLY TO BECOME PART OF 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. 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 structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 6. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition). 8. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9. 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. BUILIING PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING /� PERMIT NO. kILV SITE ADDRESS: 18340 Se ale Pk Dr SUITE NO.: IIBi, DATE ISSUED: PROJECT: Continental Can Co. CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (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, tights 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 — 872 -6363 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 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 04,40 PLAN CHECK NUMBER ft PROJECT: (i2)&fl i.' E( L. THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER "X" REQUIRED INSPECTIONS Xr-i—Foundation 1 Footings 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 18 PUBLIC WORKS FINAL 17 BUILDING FINAL No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. pPlumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). 0 Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be Inspected by that agency (872- 6363). O4 All mechanical work shall be under separate permit through the ty of Tukwila. All permits, inspection records, and approved plans shall be V — p sted 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). All structural welding to be done by W.A.B.O, certified welder and special inspected (Sec. 306, UDC). (i9 All high - strength bolting to be special inspected (Sec. 306, UBC). !0 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 if over eight (81 feet in length. 12 Readily accessible access to roof counted equipment is required. 13 Engineereed 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 saterial to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendation!. given in the soils report, c.t.i•on --ismss.t.trchid OA statement from the roofing contractor verifying fire retardancy of rook 011 be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition),- UM-fore- -Nesaan- 4441.. C ode-(- 1-988- Edi4t-ben9 -1 -Masts gn ton-8t at a -iner-gy- Cods- Mi181- Edition), egul -at -f+w- - .tiir!y- i11l1-EOition). 1/ 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 -4717, at least three working days prior to desire 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. 2 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 /uilding 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.I.C. Standard No. 43 -0, 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.I.C. Section 306 (a) 7. '0 Validity of Per sit. 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. Geo 40O Engineers FILE COPY .. . -1y Geo O Engineers Hawthorne Hagen Architects July 15, 1988 Page 2 SUBSURFACE CONDITIONS Subsurface conditions were explored during the 1983 work and consist of approximately 6 feet of fill below the top of floor slab, underlain by approximately 21 feet of soft gray silt, which in turn is underlain by medium dense sand. The fill is generally dense and consists of sand with gravel to gravelly sand and contains widely scattered cobbles. The soft gray silt includes scattered organic matter. PILE FOUNDATIONS We understand that 12- and 16 -inch augercast piles and 12 -inch steel piles are being considered. In our opinion, these three piles are satisfactory provided they are supported in the medium dense sand below the soft gray silt. It is possible that the soft gray silt is still consolidating from the fill that was placed during development of the site. The approximate load on each pile is on the order of 30 tons including impact loading and the weight of the pile cap. We recommend a minimum penetration of 35 and 33 feet for 12 -inch and 16 -inch augercast piles, respectively. We recommend a minimum penetration of 40 feet for a 12 -inch pipe pile. The pipe pile may be driven open end. The recommended penetration depths incorporate an allowance for downdrag from the soft gray silt layer. The piles may be assumed to be fixed at the top by the dense sand and gravel fill layer. Accordingly, we recommend a point of fixity of 4 feet below the top of the floor slab. PILE INSTALLATION There are a number of considerations related to pile installation for both driven and augercast piles, as well as to soil behavior and vari- ability, during installation that should be observed by a qualified engineer to assure the intended results are being achieved. It is Geo Engineers Hawthorne Hagen Architects July 15, 1988 Page 3 possible that our recommendations for pile penetrations may need modifica- tion based on actual installation behavior. To evaluate these considera- tions, we recommend that a representative from our firm be present during pile installation. Driven piles should be installed by driving them to grade or to a specified number of blows per foot. Pile driving records showing the blow count per foot of driving, pile length, cutoff, tip elevation, pile location and time required for driving would be kept by our repre- sentative. The contractor should mark the piles at 1 foot intervals to facilitate keeping the driving records. Also the first two or three piles should be left 3 to 4 inches high and redriven the following day to provide an assessment of their ultimate capacities. The blow count for practical refusal depends on the pile type, hammer size and efficiency, pile length and other factors. If driven piles are used, we can provide criteria for practical refusal and minimum cushion requirements once hammer is selected. Augercast pile installation should be performed by a contractor experienced in their placement. We recommend that field monitoring be on a full —time basis so that timely decisions regarding pile lengths and adequate monitoring of the installation are provided. In addition, we recommend that complete pile installation logs also be maintained for augercast piles. For augercast piles, the logs should include a detailed record of the installation procedure, the volume of grout used per pile, the pressure maintained during grouting, and any irregularities in soil conditions. USE OF THIS REPORT We have prepared this report for use by Continental Can and their architects and engineers for their use in design of a portion of this Geo y Engineers Hawthorne Hagen Architects July 15, 1988 Page 4 project. The data and report should be provided to prospective con- tractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. If there are changes in the loads, grades, location, configuration or type of construction for the two presses, the conclusions and recommenda- tions presented may not be applicable. If design changes are made, we request that we be given the opportunity to review our conclusions and recommendations and to provide a written modification or verification. When the design has been finalized, we recommend that the final design and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. The scope of our services does not include services related to construction safety precautions and to direct the contractor's methods, except as design. There are possible variations in subsurface conditions between the explorations and also with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation by our firm should be provided during specifically described our recommendations are not intended techniques, sequences or procedures, in our report for consideration in construction to confirm that the conditions with those indicated by the explorations, to design changes should the conditions revealed encountered are consistent provide recommendations for during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. o 0 o - � � �„ Geo gOEngineers Hawthorne Hagen Architects July 15, 1988 Page 5 The conclusions and recommendations in this report should be applied in their entirety. We are available to review the final design and specifications to see that our recommendations are properly interpreted. If there are any questions concerning this report or if we can provide additional services, please call. GMD:cs Two copies submitted Yours very truly, GeoEngineers, Inc. �! �t Gordon M., Denby, P.E. Associate CITY OF TUKWC4 DEPARTMENT OF COMMUNITY DEVELOPMENT ADDRESS rJ PLAN CHECK NUMBER ,ect--r/e2- ORDINANCE COMPLIANCE CHECKLIST Uniform Buildin Code ,19 Edition. orclipANcy RRoup k:r. TYPE OF CONSTRUCTION Lie' LOCATION ON PROPERTY a JUItInTNn HTEGHT/Nn nf SiaRIES____ PErFLOOR AREA EOCCUPANT LOAD a/TEXITING RNHIRFMFNTS Li [11 !1 1] ;11 !T]. DETAILED REQUIREMENTS: [I] OCVIPANCY ri TYPE OF CONSTRUCLIDN__ [1 ENGRG. REGS. & REQMTS. ■ I\1/ :-] CHAPTER 51-10. 1".-] 0 NOTES: Pi LI Conte 1.ZhauttilL6,ZJAnatt 1\1 4 CSUILVII�U rCHMI (POST WITH INSPE. ON CARD AND PLANS IN A CONSPIC OUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. 5SCQD DATE ISSUED: PLAN FEES DESCRIPTION AMOUNT RCPT 0 DATE - BUILDING PERMIT FEE 285.00 424 3574 1 Q-1 I 11 -14 -89 PLAN CHECK FEE 185.00 BUILDING SURCHARGE 4.50 Lig-k 5-Ij / ENERGY SURCHARGE -1. OTHER: TOTAL - 474.50 PROJECT INFORMA non, S 18340 Sectale Pk Dr "B" SUI VALU 0 0 PROJECT NAME/TENANT ASSESSOR ACCOUNT* c12ti nenta,Lan Co 352304 -9119 TYPE OF U New Building U Addition (I Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel 1residential) 0 Other: DESCRIBE WORK TO BE DONE: Build two machine foundations. 30,000.00 PROPERTY OWNER M. A. Sectale PHONE 578 -3200 ADDRESS P.O. Box 88050. Tukwila, WA ZIP 98188 CONTRACTOR Schell Construction Co_. PHONE 338 -1084 ADDRESS 532_0 NorDQLnt Way Imo.. Tacoma. WA ZIP 98422 WA. ST. CONTRACTOR'S LICENSE 1 S CC151BO EXP. DATE 1 -18_90 ARCHITECT NJA PHONE ADDRESS ZIP SQUARE FEET occ. WAD SQUARE FEET OCC. LOAD CODE COMPLIANCE SQUARE FEET OCC. LOAD SQUARE l FEET occ. LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD 1 'OTAL TYPE OF CONSTRUCTION: UBC EDITION (year) 88 SETBACKS: N - S - E - W - :IRE PROTECTION: OS • rinklers Detectors CZ N/A UTILITY PERMITS REQUIRED III Yes ®No (through Public Worksl TONING: Y- BAR/LAND USE CONDITIONS0Yes (ENo • NDITIONS other than those noted on or attached to • rmit/plans): - PFHOVED FOR BUILDING ISUANCE BY: hi. ` 1 ∎AAji �, A OFFICIAL 1 hereby certify that 1 have read and = ;amined this permit and know the same of law and ordinances governing this work will be complied with, whether specified this permit does not presume to give authority to violate or cancel the provisions regulating construction or Q-pe rmance or work. I am authorized to sign DATE: ( ,1 - - to be true and correct. All provisions herein or not. The granting of of any other state or local laws for and obtain this building permit. � —� DATE: /v` /i1 i-) COMPANY: Q s /- f . IGNATURE: RINT NAME: Leh Sc A - This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last Inspection. TDATE ISSUED: ERTIFICATE OF CCUPANCY NO. LEGAL DESCRIPTION: PARCEL NO. 1 1 Y • 1 GAS VA Ve. `V FIRE STANDPPE Ii ► ir ( I \ \ FRE CONT'OL \ � J \ n \ VALVES \ \ \\ -�- // \\ \ , \\\A\ /\ \l \�\\ \ ,/s8wE . \ \\\,\ • N 67°46124' P=13°061 17" R =113465 SAN.SEW.M.ta (L-259'.60 . 1 WATER VALVE 4 q =13106117" r ;WATER METER R = 1164.55 c8 L = ?66:36 t '5 • 1 1 1 T RVALVE_ •SG�4LE• PAIFK DRIVE 1�11 GAS VALVE -,\ WATER VALVE - -WATER METER SAN. SEW. M.H. N 07° 41' 081, E 2c��95 I I P.S.P a L VAULT -� SPRINKLER VALVES \ RAM SET NAIL \ WATER VALVE. -WATER METER saw TELEPHONE LINE ASPHALT WATER M H's :R. e L. Y A LT, ►;,, S1E EL YPIC41. GAS CERVICE .1, BLDG, 41Q VERH FANG i... -,„„ ','\ �\ \ \D 5821336 E \ \\\\\, \ \ \,\ \ 20.00 I \, \ DS \ \\ \ \' & \ \ \ \` \,\ \� \ \ \ \ \ \ \\ \' r p 11 \DS . ■Noy ..,r;0- \ Q =' 13'\ 0 0'1\6 0 ", • R = 47 7.47, x, \ \`' \‘. \ \\\,. `, L = 108,3 3 \ R.R. •7711. WIL C DS COVERED ---_� SPUR TRACK' off-. tj,/2 IRON PIPE, - PLASTIC CAP WITH TACK COVERE C1. p the Northeast Quarter and Government That ortion`of the Southwest Quarter of Lot 5 ALL in Section 35, Township 23 North, Range 4 East, N.M., in King County, Washington, described as follows N BEGINNING at a monument at the Northeast corner of the said Southwest Q uarter of the Northeast Quarter; thence South 07°44'56" West, 500.14 feet; thence North 87 °50'09" West, 212.77 feet to the TRUE POINT OF BEGINNING; thence along a 14° curve to the left whose center bears South 48°22'43" East, having a radius of 409,256 feet, e t through a central angle of 22°12'21" an arc distance of 158.61 feet, thence South 19°24'56" west 101.32 feet to the corner Northwest co A Parcel � of 731, as recorded under King County Auditor's File No. 7512040188; thence con- t,inuing South 19°24'56" West, 59.97 feet to a point of curve; thence along a 12° curve to the left having a radius of 477.47 feet through a central angle of 11 °40'00" an arc distance of 97.22 feet; thence South 07 °44'56" West, 213.72 feet to the Southwest corner of said Parcel 731; thence continuing South 07 °44'56" West, 48.23 feet to a point of curve, thence along a 12 curve to the right having a radius of 477.47 feet through a central angle of 13°00'00" an arc 'dis -- r ° Q dis- tance of t~ , a ce a 108.3 f t So 2 4 We. 3 O f 3 feet; hence South 0 _ 5 , West, 99 0 feet to the s' `Ie So thw 5t , Southwest corner of Parcel 733 a s recorded under King County Auditor's s File No. 7507030075• thence continuing South 20°44'56" West, 511.97 feet to the Southwest corner of 5 y ' Parcel 7u2 as recorded under Kin' g County Auditor's File No 7608160055; thence ," North 66°31'27" West, 270.97 feet to a point of curve; thence along a curve to the right having a radius of 50.00 feet through a central angle of 87 °18'52" an arc distance of 76.20 feet; thence North 20. °47'25" East, 791.84 feet to a point of curve; thence alon g t - a curve to the left having a radius of 1,164.55 fee through a central eagle of 13 606'17" an arc distance of 266.36 feet; thence North 07 °41'03 "East, 206.95 feet to a- paint of curve; thence along a curve to the right having a radius of 1,099.89 feet through a central angle of 06°47'39" an arc distance of 130.43 feet; thence North' 14 °28'47" East, 82.13 feet to a point of curve; thence along a curve to the right having a radius of 40.00 feet g angle 77°41'04" an arc distance of 54.23 feet; thence thrc�u h a central ar, le of77 ° 41' 04 r, South 87 50 09 East, 356,79 feet to the TRUE POINT OF BEGINNING. :!r rk�.1,7i2E a;;avje • rr RAM SET NAIL • 206.95 K v YD. • C/ f\ • _ -Pe • ; � r f EON-C-. WALL \GAS \A v N 07°4624 ' E Ds \\ \ \\ \ \\ \\\\\ \\\ G GAS V19LVE \ \ � \ \/ ' WATER LINE ESMT IN ��f • FAVOR OF KING CO W.D. # 75 ` �\ NO gROUND Pc�1IV5R ammo -wow al 1.11• IU" C,1:• ATER -B \ it - s1" BLDG OVERHANG - _- - . uIH�11 - -- E H • P.CTOR a GA BAG . DS \434.74 }!\\\�\D\ \ T\T'SEmem\\ \\\\*\&\\\\\ %\vt\, RE CON • LV ES 'NORTHWESTERLY BLDG. LINE NOM CONCRETE OFFICE - WAREHOUSE \'‘\\:\‘‘ \\\\\\.\\,\\r\\*\ )vU 1 MGAS`1 ERLY BLDG. LINE \\\\\\T o \\ S 7 \\\\\ \\, 0 4615 W \ Nl 11 CB - 26125 ■ ..rr-- '.^' --- *MI,.- IN FAVOR OF CHICAGO MILWAUKEE_ -�T - ST. PAUL AND PACIFIC R.R., UNION PACIFIC R.R,, AND 'OREGON AND WASHINGTON R.R. AND NAVIGATION CO. . e; \ 1 \\\\ \\ \ \ \ \\ \ \, \ 537.39 \\ 6.w36°47' 3 9" R= 1129.89 L'l33.98 IRR. CONTROL VALVE 1 -WATER METER a VALVE 'WATER p PE SPRINKLER VALVE• TRANSFORMER . •,`'\ GAS valve- / j SPRINKLER V L I. / / x-06 °47.'39" R = I099.89 (L= 130.43 . - RAM SET NAIL 11/2" PVC TYPICAL WAIER SERVICE r. JI , I \ `OL ;OVERHANG -`- N 140 13 roe G- 82 13 ALK'- WA E R E SMIr -1 ' .• \ \N 7`4624 E ' X 101.0\`` \ \\ 'N 82° 13'36 "W y \ TERI �� \\\\ VAL \ \ \ \\\\ \ \\ \\ \ \ \A \ \ \\ \ \\ \N \ VK`,7\\\W \ \ \ \\ \. rn\ \\ • s \\VN\ • 1!3 .1 n 847 "- 7 --i- CBl,;-rjP. RAM SET NAIL IN SIDEWALK -2 \4 WATER VALVES = 77°41'04" R =40.0 SAN- SE W.M.H. UNDERGROUND P V/ER _c e-i G SURVEYORS CERTIFICATE I hereby certify that this map correctly represents a survey made by me or under my direction this _alit. day Of e Registered Land Surveyor LEGEND CATCH BASIN DOWNSPOUT STORM SEWER L =54.23 Cg -RAM SET NAIL I I 1 I VJ I Q 1 !'1 1 \*Pn 1 5: l i ! I� I C FIRE HYD. & VALVE \ SPRINKLER VALVE c ASPHAC LT G J AS METER � - ' WATER METER &VALVE 2 117.51 '.1 { i r 1Y a-a -._..y. <.a_�.-.- x.- se ...5,,._ m:.� :. - <��, TAO IN RR TIE' ______„,..w... -____-_____:_____________________________________,---2_____ CB `- J END WATER ESMT: vd. 1^°..:, -FIRE I'VYD. a VALVE 6=040' 0O" R = 477,47 L =97.22 V2" IRON PIE`''. ..,, O _ PLASTIC CAP 1-`` `� ,Q+ --� WITH TACK s-m\ A L� � � ! N G � i� � � �\ �� (I� RESERVING an easement far side walk'end`utility purposes over the Northerly 15,00 feet, c"ver the Westerly 15.00-feet and over the Southwesterly 15.00 feet thereof. RESERVING the right of ingress and egress to maintain, install, improve and extend utilities. RESERVING an easement for railroad purposes,' including, but not limited to maintrack, lead track and spur tracks, as well as for access and storage, over that portion thereof lying ' Southeasterly of the Southeasterly building line produced. RESERVING an on each side easement for water line purposes 15 feet wide, having 7.5 feet of the following described centerline: BEGINNING at a monument: at the Northeast corner of the Southwest Quarter of the Northeast Quarter of the said Section 35; thence South 07 °44'56" West, 11 u ° C ° + r• c South ? l.i 4.L 14 feet; thence North West, ?.9.73 fee., thence o h 0 .,00. a then h 87 50 0 e:s 3 9 , West, 15.06 feet to the TRUE POINT OF BEGINNING; thence Continuing South es a .CRT 0 E g West, 24 6.77 f to terminus. 07°13'41" t et .o 'the ' tearmzn r � RESERVING an easement for common access purposes, including ingress and egress over the following described portion thereof: BEGINNING at a monument at the- Northeast; t ° �rter of the Northeast Quarter of the said Section t35; �thehce SSouthe47 44x.56" West, 500,14 feet, thence North 87 °5O'09 West: 212.77 feet°'10 the TRUE POINT OF BEGINNING; thence'a.long a 14° curve` to the left whose 'center bears South 48°22'43" Eaet, having a radius of 49.256 feet, through,. a 'ae. t';.ra1 angle of 19°54'41" an are di"stance of 142.22 feet; thence North 82 °30'02 ".West; 66482 feet; thence North '07 °46'151" Eat, 117,51 feet; thence South 87 °50'09" East, 124.74 feet. to the TRUE POINT OF BEGINNING. s EI , OF I?VMT- oROPANc I TAN!C 2 .L I 0+0 . • R c R. LEAD TRACK PUNCH MARK CROSS ARM FOR SWITCH TOGETHER WITH AND SUBJECT TO an easement for building setback purposes Over a G � 9 60 feet wide strip of land surrounding and adjacent to the main building line, is described as follows: which descr � wh Y s e BEGINNING at a monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter of the said Section 35,• thence South 07 °44'56" West. 500.14 feet; thence North 87 °50'09" West, 337.51 feet;•thence South 07 °45'15 West, 117.51 feet to the TRUE POINT OF BEGINNING; thence continuing South 07 °46'15 West, 537.39 feet; thence South 20°45'48" West, 949.89 feet, thence North 69 °16'09'.' West, 209.96 feet; thence North 20 °46'05" East, 116.00 feet; thence South 69 °13'56" East, 20.00' feet; 'thence North 20 °46'05` East, 637.87 feet; thence North 69 °13'55" West, 20.00 feet; thence North 20 °46'05" East, 123.69 feet, thence South 82 °1 3'36" E ast, 10.77 feet; thence 'North rth 7°46'24" '24" East, 24. 0 3 fe at thence Sout h 8 2 c 13 r 36 " East, 2 0. 00 fee. thence North O7 d 01°46' 24" 1 East, 434,74 feet; thence North 82 °13'36" West, 20.00 feet; thence North ea ° ! .. t -o the feet 07°46'24" East, 101.05 feet; thence South 82 30 0 t East, 210.01 e TRUE POINT OF BEGINNING. (See sheet 2 for continuation) 274 FULL SIZE PARKING SPACES 32 COMPACT SIZE PARKING SPACES 306 TOTAL NUMBER OF PARKING SPACES I�ill�l III III IIIIIII{I;1 III ili I,I III III III IIL Ijl III iIl !ji IjI 111 III ILI I1 III III I. ij1 �jlIIII,I IL� 1j11I1 IIIil::h1l1,f;ll:IjI: -1II III�'.;r;.. -fY� { { I I 1I I'{ I I I I{ I I I I( I i I 1{ i 9 1� I{ I I f 111111I!{IIIi1 11I11 III _ -: 4 5 I ✓ 10 11 MAD IN GERMAN' 12 1 NO1'-:: If the micrcfilme5d cocutncnt is Tess clear then this notice, it'is cue to "the cuelity et the'cririnel' c'ccurnent• OL, 6,- tie Le 96 5;e tic CZ ZZ Le. Od 6l fit 1,1 9t 91 t1l f t Zt 11 01 0 1L /W. IN( ,. 1 2 • J ulllil11��1 +1inu�!lilnil�li►IIII IIIIiII1111�II11111111 nll n ,! It L I 11 I 1 l ; I I L.. .. .•..�.I ! i Lnl ii�!►!liili!I!I!i�!: ill! iii�nlili�i! �t! �,, i► 11{ I( II In�liilllllllllllnlluulIIIIIIIIII! nllnlilnllln111n1 {nnlnll�nnllnl,ll III !!�In�Ililillllillllnlll111l1n • •i > Z l ww (� 11111IIn1i1!1!!!111 ill�l,11 1i ii1 :. ee, r3£U)'tiED CITY OF TUKWILA NOV 1 4 1989 PERMIT CENTER SIN i \ WATER VALVE' WATER LINE ESMT. IN F,VCR 'OF `ING�'CO W:D.t 75 . c M�iyr ' lcc�r : C F o i 9 0 ; c RFC S ,e • tr! r ° 12 2 1 n D r 22 tz = 409.26 2 L= 158.6! fIVED ciTv't TUKWhA NOV 14 1989 P fl CeNTER gc? SAN. SEW. M- 1 ATER VALVE ,'I 2"-IRON PIPE i ;PLASTIC CAP TACK rJ T.1?O•H. DS mo. _Int. L.S. No. (3 NATURAL GAS WATER FIRE HYDRANT ' _ _ SANITARY SEWER ELECTRICAL OUTSIDE LIGHT1 NEG PROPER'T'Y CORNER CASED MONUMENT RAMSET NAIL CI�'3 of TUK(WILi\ APPROVED I'r.c 1989 AS '91 BUI DI D ! SION 91€51- ogui NE CORNER. . CJRN y S W 14, NE / t TI �, SECTION 35 \ T 2 3 N t R 4 E y w.M SAID MONUMENT IS AT. \ THE CENTERLINE OF S. 180TH ST. A. PUBLIC STREET. S 7°44'56"W 56. W 470.00' 4 -46 500.14 -ti-- ANDOVER PARK WEST ,v,.:.r,.....xr •..ig4'ea,'af TUKWILA D AM HG No. 2600 1-4 E., :Tga;NaC„ /4 a 11.917.4. •70 piwo N ovr. *6, 6IFyIVO. Ter op fivuoqm)(9:4 pus', Pioft, I. I. 11/42 ■•••• ••••••••-•,• -no+ ■••••••••••■■•........ • -1•14," --1/4" 1104i Viftioen vtst 'A1141 of4. Pt€4 iht*Aleftb. ft x - Der t. 10 ?ILA 01k, t_ 11, •, 14P,,AP. MO 61•1 Ole .w-fo& ok4-rit-°4) SECTION --S N 0144044> ex111,I0 nt* frrer 144 1501ArCne esoLr r2 sow) PRE 55 1007 t 11)1,40. 1.4 °LC. ViefeiA Vat 160i, 4 TOR 1:14C) M 1 CPO/ LEVEL L bprm 1.230 Z.1.••••••••■••• 11-1' V4" PitPr41 114P16 ; 10 4 4 . PLAN .••••••••••••••••••••••••••• f0-w. ogle' Co-% Ut2-1, w/ 044 te-, giu 04. 1.1 L p OM 401 0044. 146%eA is140 PVI Pe. van M14101425:49 Avortthir P12 at7.-Nirsit 11.•;.• ••••• • r_.,.•••••••":77.--7 -.......•-•-••••••••••••••■•• le/ plik. 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T...., 25* . • . re.; • .;„ 11111111111111111111111111111111111111111111 n 1 1 I.V.11C frf ;•14.Ato• 12 1 1111111111111, 11111 III Ili 1111111111111 11111 I I I I I I l I I I l I I I 11111111;11111 I I I I I I I I I I I I I I l I I l I I I I I I I I I I I I I I I I I I I I Ilili1111111111 0 Lc: !Ild1111 1111111HINHhli! 4 5 6 7 8 9 N31-1:: If the rnIcrefilrned document is less clear thin this nctice, it is Cue tc the cuality cr the cripinel c'ocurrent. c. ee 0 e 6t 01 Lt 91 GI 17L Ct Zt IA 01, 6 0 L. 9 f); INbN 0 HHIWI,11111;;;1111111111,11111111111111d111111111 !Whin 1.116111101111111111H11111101111111iIIIIIIIIIIIIM11111111111111.111111111H1111111111.111111111111;11111H141111111Hilhffillidihrnh1111111111111111111Mill ir DECO IEAVY DUTY COAX Eri C1-10,2 SECTION B CITY OF TUKWILA APPROVED C 1989• i4'PU s IN DIVISION BUIL 1500 Westlake Ave. N Seattle, Washington 98109 206/285 3555 Drawn r. /krt., Checked Mi.f Date epthw RECEIVED CITY OF TUKWILA tonouggammissanawaragr 110V 1 ii 19d9 PF,RMITCtisiTER • > • ewr •- N AT Z 1-i PART L l N c 95Q' --c7" 561-o"., 5 2 Z,_ v" ...ore tJwil • {1,.1 I 1..: 0 • j 4 F4 IVY _... _ .i- ... -_.,.. 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