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Home My WebLink AboutPermit 4191 - Gibson Company - Fatigue Technologies - GradingCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 c Work to be done Site Address Building Use Property Owner Address Contractor Steckler and Son Construction #22301- STECKS186P1 Phone # 621 -1360 Address BUILDING PERMIT PERMIT # Control # 85 -296 radin. cut 250 c.u. fill 500 c. . site imirovements 150 Andover Park West Suite Tenant atique ec no ogy Office /Warehouse Assessors Account # 022310 -0010 Gibson Company Phone # 246 -2010 150 Andover Park West, Tukwila, WA Zip 98188 912 E Rainview Drive, Everett, WA f,A/41P FOR BUILDING PERMIT ONLY Approved for issuance by `" / �...;• •.� - `f, LP," Sq. ` S Ft. Office Warehous Warehouse Retail Other Occ. Load 1st F1. 2nd Fl. -3rd Fl. Total Fire Protection: 0 Sprinklers E] Detectors Zoning C -M Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 30,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # 23$Z $ 193.00 Receipt #0721 $ 125.00 Receipt # $ Receipt #071315=2-$ 1.50 Receipt # $ Receipt # $ $ 319.50 FOR SIGN PERMIT ONLY J Permanent [] Temporary 0 Single Face [[ Double Face ( J Wall Mounted J Free Standing (J Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECUMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONLU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I IIAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMP IED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE O�NCE{Q THE PROV NS r' ANY STATE OR LOCAL LAW REGULATING CONS /TRUCTIO -N? OR T E/ PERFORMANCE OF CONSTRUCTION. Signed_ 1_1,�YL_.,,� J Date / J - [J v LICE SED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER- BUILDER DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date__ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use - Property Owner Address Contractor Address BUILDING PERMIT PERMIT # eLyri/ Control # 85 -296 iradin cut 250 c.u. fill 500 c. , site im rovements 150 Andover Park West Suite Tenant Fatigue Techno ogy Office /Warehouse Assessors Account # 022310 -0010 Gibson Comnan_Y Phone # 246 -2010 150 Andover Park West, Tukwila, WA Zip 98188 Steckler and Son Construction #2 ?_301- STECKS186P1 Pho # 621 -1360 912 E Rai nvi ew Drive, Everett, WA > i p FOR BUILDING PERMIT ONLY Approved for issuance by Sq. Warehouse 1st F1. 2nd Fl. 3rd Fl. Total Fire Protection: [] Sprinklers J Detectors Zoning C =PI Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 30,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #23g2 $ 193.00 Receipt #0721 -$ 125,00 Receipt # $ Receipt #2J2 $ 1,50 Receipt # $ Receipt # $ TOTAL' $ 319.50 FOR SIGN PERMIT ONLY 0 Permanent 0 Temporary J Single Face [J Double Face [] Wall Mounted [J Free Standing [] Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMP IED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR / NCE THE PROVIiIoNS / ANY TER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. -r /T 1 Signed__ ' Sf`� t, %� J Date fi G LICE SED CONTRACTORS DECLARATION 1 hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date . OWNER- BUILDER DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA ,Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECCON RECORD PERMIT # Date Type of Inspection (,'YQC(,,1 r1(' ,, 111(.d Date Wanted a.m. p.m. Site Address /60 and( ri) Project iaki o i Requestor Phone # Special. Instructions Inspection Results /Comments: Tnsnector %� 42 tel..0 Date c //r/ r- Date The following items are r;)e'% CITY OF TUKWILA ',Building Division 6200 Soulhcentor Blvd. Tukwila, WA 98188: 433 -1845 Job Address / CORRECTION NOTICE found to be in violation of Ordinance and sh3 all be corrected. 1 4: / 6 . .'.r/ ..vY ltf%:.''F 'ff 1�'fl : 2/:,7//1,, 7 1/��r;' 1 ,tt�/ '/Y !J•w.y • Signed f r 4/ Building offieral /Inspector INSPECTION REQUE; Permit #_ Date .3,444; iaffee' Tenant Time Address : /.5'O al-404/ % Z!( ddL / f. 2 &e, Date Wanted : yOZ, a.m p.m. Contr. or Owner Type of Inspection tkffi Req. By Taken By iii6f�AYh;(Gx' StGtaMCtYM. IaH�rtM.! aGYA�rihJax' rpr4' 1wa N...+ sNatwiur�wv�r. r.. w. w.. r......»..... .....,w.�w...a.�wwn.rrw..t++w�. ,,etsr. • INSPECTION REQU(' Permit # •// / � Date 01-a g Tenant /O /GAUL Time U Address: /SD /4/2 u) Date Wanted: g' a. m. p.m. Contr. or Owner fia,k kj.J� Type of Inspection Cieg4/1" 34//ez Req. By Taken By k j10)./ R %tsY+'�,:i+ wwur.: YSnro. u,+.+. nao. �...... wr.........-,,.... �.^..-...,.- �.,. ................,... -.,... INSPECTION REQUE( Permit .# /7Y / Date t3 /.3 Tenant. Fa, Time 9-'6 Address : /50 A i' W Date Wanted: .m.) p.m. Contr. or. Owner SfGC /Cbi) Type of Inspection crvnmi c u>cc.e6 Taken By Req. By 8/<' �P�•,V �'�' c : JOB ADDRESS WORK TO BE DONE OWNER CONTRACTOR DATE ISSUED CITY OF TUKWILA BUILDING PERMIT ;NSP'•CTION RECORD POST AT OR NEAR FONT OF BUILDING PROTECT 'ROM WEATHER City of Tukwila B. lding Division 433 -1845 B.P. f ~191 Control F iS- Date Issued TYPE OCCUPANCY SPECIAL CONDITIONS Inspector must sign all;spaces pertaining to this job. TYPE DATE INSP. NOTES Grading (Bldg. 433 -1845) Setback (Bldg. 433 -1845) Rebar /Footing /Found. (Bldg. 433 -1845) Slab (Bldg. 433 -1845) Grout (Bldg. 433 - 1845)~ Frame (Bldg. 433 -1845) 0 ,1, kr... sv� -rQ6 ,p#- o�t'bc�s..- 3 /.5�,[e 3/,4 , ,%1e 2'6 604 irftftiti.-" Fittft, •6�► ri k��,:,, . eveappe4 Roofing (Bldg. 433 -1845) Insulation (Bldg. 433 -1845) Mechanical (Bldg. 433 -1845) Wall Board (Bldg. 433 -1845) Utilities Water /Sewer /Drainage (Shops 433 -1860) Parking (Ping. 433 -1845) Landscape (Ping. 433 -1845) , Street Use Permits (PWD 433 -1850) Fire (Fire 433 -1859) FINAL (Bld.. 433 -1845) :PRIOR.TO F1NAI;;ALL ITEMS PERTAINING TO THIS, JOB MUST BE SIGNED -OFF BY THE 'r:- -.....:..x.- _.,,.,.., .. CITY OF TUKfVILA _ Central Permit System 'Control No. F;5-'...2/9 Permit No. L I/ Q/ FINAL APPROVAL FORM TO: ❑ Building ❑ Planning Public Works ❑ Fire Dept. ❑ Police ❑ Parks /Recreation Project Name fir' 14(7.1,r e rel ((�'�l -�C�t' �..( Address /50 r � f Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () () () () () () () () () () () () Authorized Signature Date This project. is.approved -by this department: /_Th t_ ` Authorized Signature Date CPS Form 3 if1 /3 & CITYOFTUK ILA Central Permit System Control No. ' ) ( Permit No. Lid c%/ FINAL APPROVAL FORM TO: b Building ❑ Planning ❑ Public Works ❑ Fire Dept. ❑ Police ❑ Parks/Recreation Project Name Address s f'� Type of Permit(s) i f 1 /7 1:4// This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: ( >9 Authorized Signature Date This project is approved by this department: (7, -(y /9(1/.24 Authorized Signature )4--, •- .� Date CPS Form 3 J JAMES G. Caruthers Construction Consultant City of Tukwila Building Department Attention: Fatigue Technology Building 150 Andover Park West, Tukwila, WA Dear sir, Construction Inspection 912 NORTH 88TH SEATTLE, WASHINGTON 98103 PHONE (208) 789.0868 March 26,1986 This report concerns the above- mentioned project, for which T acted as special inspector. My inspection included concrete ground foundation, and also a 3'5" concrete wall. I hereby certify that this construction meets or exceeds the City of Tukwila approved plans for this project. JAMES D. CARUTHERS Construction Consultant 912N.68th • Seattle, Washington 98103 JC /DC • JAMES G. Caruthers Construction Consultant Construction Inspection INSPECTION REPORT OF CONCRETE PROJECT Fatigue Technology PERMIT NO. #4191 City of Tukwila ADDRESS ARCHITECT Barghausen Engineers 912 NORTH 88TH SEATTLE, WASHINGTON 98103 PHONE (206) 789.0658 STRUCTURAL STEEL E1, resteel JOe NO 6008 150 Andover Park West Tukwila, WA 12 FABRICATOR El CONTRACTOR Sub- Pete Steckler & Sons James E. Bakke, P.E. INSPECTOR DATE 1986 REPORT ;aruthers 315 Inspected resteel & supervised placement 24 cyds. 5 SK mix Plain Jane from StnnAway Sr•. 4!' slump 2500 PSI 7/8 MAX Went into conc. ground foundation at rear of Fatigue Technology Building. Ground ftg. running N.& S. with said building, per City of Tuckwila approved plans. Weather ptly. cldy. H -50 L -35 No problems. Cast 3 conc. cyls. MKD. 1 -ABC Caruthers 3/12 Tnapected resteel & supervise& placement 18 cyds. conc. 5 SK Plain Jane from StonAway stn. by slump 2500 PSI 7V8 MAX Conc. went into ground ftg. foundation wall, 3:5" high running N&S behind Fatigue Tech. Bldg. Cast 3 conc. cyls. MKD. 2 -ABC Weather ptly. cldy. H -60 L -40 Structural engr. to write letter that it's OK to omit #4 bar at bottom. Copy of '► ettAr to b. sent to Building Dept. City of Tukwila. T k o Jim Caruthers JAMES t;. CARUTHERS Construction Consultant 912 N.GSh Seattle, Washington 98103 um No. 2 2.69 Egg x x v, vi • 000 vf 00 e4 qi 11.• C■4 cv r4 z -s 6.14t04 , Riv,111-it;',"4-47L N 41- L I • ) Atl e 24'oee- ;—\\ Calvvr 1-14) /69frFraf,D;:, • .0•■• 1 • Inset* Pt I intlrqq . • &,Tcp -0%4 elroid- "i"coltiKIP /2-040,4, • 1 Off1::4? 1‘ .77ff • (T6 t4hre-H VrtAr "5r1-) '5Trz. 70" l'itc,1* • liar 1F'f f; • ••-...1pP,isql. t-1111.AL • c."0011_. 1 ;y Fritoz e-C-CoNes.r. rs. 7-7-5 ez4-do 4' 14/0H-FirrAir4/./.. CJ LL e Fixn4us E.1 G1Nee ..... ..„ 0 ecisitt 1/4, 34.4- ..... . • c*•, • 664S01VAL - Mikrr c. O‘r ICE MEMO CITY of TUKWILA TO: rno)v-a. 10-30-95 FROM: DATE: SUBJ ECT: Fth�j Lt rea d Poio ait m o i9 ca,atcL today regaAd FC ' t &u 6Locimg ice . '' ter c ailmi / (-q yazdat kle, rye. Thaadiol BARGHAUSEN CONSULTING ENGINEERS, INC. "Land Planning, Survey, and Design Specialists" PECFr1/ -0 CITY OF Tlix.,:'sL,q December 11, 1985 BUIL -DIMQ bail% Mr. Phil Fraser Tukwila Department of Public Works 6200 Southcenter Boulevard Tukwila, Washington 98188 Re: Fatigue Technology Inc. Parking Lot Addition Our Job No. 1733 Dear Phil: For your final review and approval, I am forwarding six copies of the site improvement plan prepared by our office for the above - referenced protect. We have recently revised our plan at the direction of Union Pacific Railroad officials. I am enclosing a copy of their letter to us, as well as a yellow- marked blueprint which highlights the changes made. I trust that these changes will not be in conflict with City of Tukwila requirements. Regarding the comment in your letter, dated November 6, 1985, which requests a control manhole at Catch Basin No. 4, we are unable to provide a restrictor CB with parking lot ponding due to the vertical restrictions which exist on this site. You will note that we have designed all storm drainage pipe to be laid at a minimum pipe slope of 0.5 percent from the invert elevation at the connection to the existing catch basin In Baker Boulevard, to the location of CB No. 4, which has a maximum rim elevation of 23.0, flush with existing finished grade (per the Union Pacific Railroad). The available vertical clearance between the pipe invert and the rim elevation at CB No. 4 is 3.5 feet. The minimum required vertical clearance between invert and rim elevation for a Type II catch basin /control structure is 4.5 feet for a 12 -inch diameter outlet pipe per King County Standards. An even more severe vertical conflict for a parking lot type storage system is that the rim elevation of 23.60 for CB No. 1 in the proposed parking area (which is the minimum allowable rim elevation at this location after running the 12 -inch CMP culvert from the existing CB in Baker Boulevard at a minimum pipe slope of 0.5 percent) exceeds the rim elevations of the proposed catch basins adjacent to the U.P.R.R. lead track (which are set at their maximum allowable rim elevations per the Union Pacific Rail- road). Consequently, an outflow control structure (if one could vertically 9498 S.W. Barbur Blvd., #304 • Portland, Oregon 97219 • (503) 246.7157 Home Office: 6625 South 190th, #102 • Kent, Washington 98032 • (206) 872 -5522 Mr. Phil Fraser Department of Public Works RECEiVFO CITY OF TUWA1A -2- BUILDING O&T. December 11, 1985 fit) would cause surface storage and ponding within the railroad right -of- way, rather than the proposed parking lot addition which is not allowable by the Union Pacific Railroad. You will recall in our original predesign meeting on July 5, 1985, you indicated that stormwater detention would not be required unless the storm drainage outlet for the site would be tributary to the currently undersized system in James Christensen Road. However, the proposed protect will be tributary to the oversized storm drainage system (48 -Inch concrete) in Andover Park West which currently does not have a capacity problem. A complete downstream drainage analysis is contained within the storm drainage calculations which I am attaching for your review. The storm drainage calculations also show that all proposed storm drainage pipes are sized to convey flows in excess of that which would result in the 10 -year design storm. Therefore, flooding within the railroad right -of- way will not occur. Per your request, we have added the standard City of Tukwila driveway entrance detail to the plan. Also per your comment, we have added General Note No. 20, which reads, "The requirements of the Tukwila Fire Marshall shall be met with regard to the construction of the proposed parking lot entrance roadway, including special stripings for fire lane access, 'No Parking' signs placed along the drive throughout (per the MUTCD)." We look forward to your earliest review and final approval of this project. If after reviewing this information you have any additional questions or comments with regard to the storm drainage concerns for this project, I will be happy to meet with you at your convenience to discuss the matter further. If you have any questions, please do not hesitate to call. Otherwise, I will contact you sometime early next week to discuss this project with you further and answer any additional questions which you may have at that time. RJA/sm C144.36 enc: cc: Respectfully, Robert J. Armstrong Engineer (6) Copies of Site Improvement Plan (1) Union Pacific Railroad Letter (3) Drainage Calculations Mr. Burke Gibson, Fatigue Technology Inc. Mr. Richard Richings, Fatigue Technology Inc. UN ION ��c SYSTEM llrron Pacific Ratroad Missoin Pacific Railroad D D BROWN DiRECTOR•SYSTEM PROJECTS AND PROPERTY MANAGEMENT R D RICE MANAGER•SYSTEM PROJECTS L L DOLL MANAGER.REAL ESTATE ENGINEER•,3 R W CHRISTENSEN REAL ESTATE AGENT G B COLLINS MANAGER•TITLES & CONVEYANCES PY 2 5 1985 / 7 3 3 C 0 DURHAM DIREC''.:10•REAL ESTATE EASTERN DISTRICT R F NIEHAUS A55T .. ■RECTLIR REAL ESTATE DISTRICT REAL ES'ATE D.REC'ZP D H LIGHTWINF. REAL ESTATE AGE \I� R J ZADINA T J STENSTRJM M S SCHULTE F L. WHITE '4I6 DODGE STREET OMAHA. NEBRASKA 68179 November 22, 1985 Mr. Robert J. Armstrong Barghausen Consulting Engineers, Inc. 6625 South 190th, No. 102 Kent, Washington 98032 WESTERN DISTRICT D.S'A RE A.. ESTATE :RECTOR M A PASSO REAL ESTATE AGENTS R RECHTENBACH T GALLO R LEWIS 728,30 . . rl -dlt.:. i NORTH';:ESTER'. CIS'R•C' 'Wt' PEA. ESTATE A 0 MEYER RE A F:••ATE F E t.HARAP G fARRELL DFFER E ':A'= Dear Mr. Armstrong: Please refer to your letters dated September 13, and October 11, 1985 concerning your request on behalf of Fatigue Technology, Inc. for a paving and storm drain encroachment on the Railroad Company's right of way located in Andover Industrial Park at Andover, Washington. Our Chief Engineer has reviewed your application and drawings for this proposed project and makes the following recommendations: "To provide a clear toe path, the toe of slope must be located out 10.0 feet from centerline of track as shown in red on the attached print, Section B -B, along with moving the proposed drain pipeline and catch basins back to toe of slope as shown in green. Also, catch basins must be installed flush with ground line so as not to create any stumbling hazards for Railroad employees. Further, the 12 -inch CMP to be installed adjacent to and beneath the track must be 14 -gauge and galvinized. In addition, plans for shoring to support the lead track must be submitted to the Railroad's Chief Engineer for approval prior to excavating for drain pipeline which must be installed a minimum of 4.5 feet below base of rail and 3.0 feet below ground line. "Additionally, presuming the car stop is a derail, said derail must be located 50.0 feet behind our 13.0 -ft. clearance point as shown in yellow on attached print. "However, prior to my final approval, I will need to see details of catch basin Type 1 and details of the car stop. "It should also be understood (and will be documented in the agreement accordingly) that if Fatigue Technology, Inc. or their successors decide to take rail service, they will cease using Railroad right of way at subject location for access purposes due to interference with train service, and will arrange for alternate access accordingly. "Also, Fatigue Technology will be responsible for maintenance of paving, and drainage facilities. "Further, Fatigue Technology, Inc. is hereby advised to remove the two shrubs in back of their building which is located upon Railroad right of way." Please advise in writing your acceptance to the above recommendations and forward to my office the information as requested by our Chief Engineer. If you should have any further questions please feel free to contact my representative, Mr. Jim Matza, at 402 - 271 -3194 here in Omaha. Very tr ly yours, ‹e CC:. Mr. Burke Gibson - President Fatigue Technology, Inc. P.O. Box C - 88388 Seattle, Washington 98188 OF( CE MEMO CITY OF TUKWILA TO: R7e FROM: dateth DATE: SUBJECT: F4fitz re-I/'d Liwet taw) tkomit/tetikoae66kaaectiajt,e, alt2,21.10a4,6- Arad Ageit, tive774&1, km& /v ,and tata- tvaii79 for ciV c• • 4-owl cipioicie • Lrnoica covice./40- To :. `Phi 1 .Fraser FROM: Becky. Kent DATEt November 10, 1985 SUBJECT: Fatigue Technology BARGHAUSEN CONSULTING ENGINEERS, INC. "Land Planning, Survey, and Design Specialists" October 22, 1985 Ms. Maura Bradshaw City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Fatigue Technology Parking Lot Addition Our Job No. 1733 Dear Maura: OC T 2 0 1985 l',i'' c;^ Ti LN'a.A PLANNING DEPT. For your use, we are forwarding the "Supplemental Sheet for all Protect and Non- Project Proposals" of the environmental checklist for the above- referenced project in accordance with your telephone request of last week. Also, I contacted Mr. Richard Richings, the operations manager of Fatigue Technology, Inc. for the information which you requested regarding the existing facility. According to Mr. Richings, the existing building contains 27,000 square feet currently being utilized for manufacturing and 6,500 square feet of office space. The site has a total of 39 parking stalls with four of these stalls being designated as handicapped spaces. If you have any questions or require any additional information, please do not hesitate to cal I . Respectfully, Robert J. Armstrong Engineer RJA /vsh c137.28 enc: As Noted cc: Mr. Richard Richings, Fatigue Technology, Inc. Mr. Burke Gibson, Fatigue Technology, inc. '�Z. y'� ✓e�u�VP.C��✓�iYtCl d ' 6€6 Aaw%� �• �7y e.6 arm /v4'rn h afid /2 / et 6227 rAly 6625 South 190th, #102 • Kent, Washington 98032 • (206) 872 -5522 / B� w BARGHAUSEN CONSULTING ENGINEERS, INC. "Land Planning, Survey, and Design Specialists" Mr. Tom Hill City of Tukwila Building Department 6200 Southcenter Boulevard Tukwila, WA 98188 RE: Dear Brad: September 18, 1985 -RECEIVED an( OR UNARM RECEIVED .,,,,„ne, 4 9 „KWIL.. F1R PREVENTION BUREAU Fatigue Technology Parking Lot Addition Our Job No. 1733 o r.T 3 1985 For your review, we are submitting the plans and specifications which have been prepared for the above - referenced project for the building permit review process. More specifically, we are enclosing the following items in accordance with the building permit submittal requirements of the City of Tukwila. 1. Four copies of the site Improvement plan for the proposed parking lot addition. This plan shows the detailed design of grading, paving, storm drainage, and landscaping. 2. Six additional copies of the site improvement plan for use by the Planning Department in issuance of the curb cut permit. 3. The completed building permit application form. 4. The completed environmental checklist. 5. A check for $100 which represents the required environmental checklist submittal fee. 6. A check for $125 which represents the required building permit submittal fee as based on an estimated construction cost of $30,000. 7. Two copies of the storm drainage calculations. 8. One copy of the architectural plan showing the proposed employee entrance to be installed on the north side of the existing building. 6625 South 190th, #102 • Kent, Washington 98032 • (206) 872.5522 r.i Mr. Tom Hill City of Tukwila Building Department -2- September 18, 1985 As you are aware, the City of Tukwila Board of Adjustments granted two variances for this proposal which would ordinarily require the construction of landscape along the eastern property line as well as a three -foot sidewalk adjoining the easterly margin of the proposed parking access road. Consequently, the enclosed plans are now in conformance with all City of Tukwila codes and requirements and we request that the review of the grading /storm drainage systems proceed at your earliest convenience. Again, Fatigue Technology is anxious to proceed forward with this project due to the limited amount of parking currently available to them. If you have any questions or comments after reviewing the plans, please do not hesitate to call. Otherwise I will phone you next week to discuss the status of this project with you further and answer any additional questions you may have at that time. Respectfully, Dana B. Mower, P.E. Manager DBM /vsh c132.03 enc: As Noted cc: Mr. Burke Gibson, Fatigue Technology Mr. Richard Ritchings, Fatigue Technology LEGAL DESCRIPTION Tract 1 of Andover Industrial Park No 2, Recorded in Volume 71 of Plats, pages 68 -69, Records of King County, Washington. R,ECINED 4196. BYlfKN11lA FIRE PREVENTION•gUREAU sC1 GLI4 rJ 5•4•1 TJ14.1 N II L(y � 4pANIuLAv t'14-1* IL j ec'e;vea/ Twp •. "QI.ii/� pour, (. �,) - 5 Ca.'r ,f16-y L tvo fl of 12ra 9 r✓w L'4 Tyr. N, !iftO C-rz MarGH Ornr- Sri i �GZ Srr= rj0.42e, , • -',14-1Giip.tirrtra) "'' -'r- °c. Z4 -O`O laK rr v�1►as. 1 ' " rfRAra �'pr.c.sr d�/�/ T5 . Thl,\/T 4' {- 110N-girraint T, uf. 1Ire . G vl V1 V1 W W W N N VI O O •-e4 r Q A N N •f # W9/ IAere vti ..n a' Tvp 411-thni La AY MA-T 1 Y • .4 e 24'0,6 � s ! \ -."¢ WKIP /2.-060,e. eir gine Ova 1✓w �'-s fir. N, trrfiO CTS Vprar. Sn.) lGi�'G -L 5Tr 90 °,4,,,r -4' 14014- &rZJr4 e ,4 ri 7 ui G 1 N N 0 e4 et gra at hAA %i 3 c i is - .4e.NAmFfd -SPA -1-r5 e '.oe) Morn�w 1420t1101%. 1 XZ MFrA2 SC2 6-14 412A,JUL4, 1AT *741 e24'0,6 �.) Ccvar Law / irF(2rG2;0 r „� wimp ,e. a • 444 #1•f-ege-Jt rpiu 1.' rtM ITrrfO (To MArc.kf VFrnr. Sr � 4' /4/C H e, N7 e Fian4us /ire#. Ca) No �••Nf�gcti�# G - -.1:7121; ,;?! - -.7;q1 ',1•'; , • z. .:!"; --.4,11orkiorbetdora -Mel/dress lib Ibitsetr - Suit/1.# TemantRiiVia Ter/MO/On -7111102. Vie OfWetiaatthaUM - -Assessors Amen 0223/0 -CX3/40 --Prepartyirsor bittsr21 (A. Phone it .1114•04/0 /57)44eirLta'_fik 771Atol4 0711 zip QM? $kekfrillaril _521 atehtlawex.., Nom f tig/1/360 , • ..?%--7-4slAress 912 E _F4reeetfl 3.9 Zip Alite . • 0. it M 0 -_-_,orrupostiokothsr :4mi-um! III • - ...*:,-,. ,- ,.. :-.,,,...: ....,„.,-ks,,- . . : . . rd Fl. Total Fire Protectiiii: EI *inkier; I:I Detectors • - Type of CinstruCtlini: FINIS sq. ft. IP sq. ft. I sq. ft. I sq. ft. f Total Valuation 1st PI. S 2nd Fl. S other g___________ 11174-74/:the. 1:111514X&122 of Construction S ADAM, Receipt Receipt Receipt Ildg. Permit Fee Plan Check Fee Demolition Surcharges Other Other- TOTPL S.301-523 TRACKING DATE IN MITE OUT COMPENTS BM= . mils lom5 Int: Structuial -In: Out: i FIRE s VIM RKTI5 /nu Per letter dated: . noCoreir6 . PLANNING 1„4415 - 0410.5 Int: Zoning:_ALML__ Setbacks: N Existin of parking sta-ilj—, 5 E V Amilii9S/ Required number of parking stalls PUBLIC WORKS DIElf 11*-15 Int: Per letter datedted 041,-2r3r Approved plan da i32201211L OTHER APPLICATION FOR BUILDING PERMIT cITAFFE:rulfwt OF � GG TUKWILA CONTROL NUMBER n-5-V-9& JOB ADDRESS 150 Andover Park West, Tukwila TENANT; MANG ' : Fatigue Technology Inc. ' =: • DATE OF APPL. 9 -19 -85 DESCRIPTION OF USE 1 it ht Industrial LEGAL DESCRIPTION ATTACHED 2§ SEE ATTACHED PROPERLY OWNER Gibson Company ADDRESS 150 Andover Park West, Tukwila PHONE (206) 246 -2010 ENGINEER /ARCHITECT Barghausen Consulting Eng. Inc. ADDRESS 6625 S. 190th, Suite 102, Kent PHONE (206) 872 -5522 CONTRACTOR Steckler and Son Construction ADDRESS 912 E. Rainview Dr.; Everett PHONE (206) 621 -1360 AUTHORIZED AGENT Barghausen Consulting Eng. Inc. LICENSE NO. 223- 01- STECKS 86P1 VALUE OF WORK $ 30,000 FIRE PROTECTION SYSTEM SPRINKLER X DETECTOR USE ZONE Coatmercia TYPE OF CONST Paving & Storm ADJUSTED VALUE GRADING CUBIC YARDS Ni CUT 250 CY FILL 500 CY SIZE OF BUILDING N/A SIZE OF UNIT N /A WORK TO BE DONE: Grading, Paving, Storm Drainage and Landscape 1ST FL. 2ND FL. necessary to provide 42 additional employee parking stalls per design plan. TOTALS I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA• TION AND KNOW THE SAME TO BE TRUE AND CORRECT. ---- /5 72C.____ FEES AMT. DATE REC. NO REC. BY P.C. 1265,00 10 -3 IL__ ADJ. () .2 I SIGNATURE Dana B. Mower, P.E. Rarghausen Consulting Eng. Inc. ( Agent) B.P. //�y 22 ,�,�1l i"!'.�i 00 DEMO. COMPANY DATE 9 -19 -85 PHONE (206) 872 -5522 ,� i / 1) TOTAL �; ;jd Qob autvoiltaa ITY USE ONLY USES SO. FT. OCC. OCC. LOAD TOTALS DEPT. APPROVALS SENT CORR. APPR. PLANNING HEALTH PUBLIC WORKS FIRE SPECIAL CONDITIONS PLAN CHECKED BY DATE APPROVED FOR PERMIT BY DATE _ _ W. DEPARTMENT DATE DAT COMM BUILDING lb 1`6 /5,< At i 1. All coMtruction shell be In al:osrdemce with City of Tukwila and APRA owe'? sped f Ic t lees. 2. Tukwila N0. C.A.S. . atss otbogrwise appru by City of 3. A11 disturbed cross shell be seeded or stabilised by City 6f Tukwila methods for the prevention of pliesIto woolen otter the caltoistlM of construction. 4. All pipe shell ba laid on properly prepared found•tlon according to Ilaahingtoa KMe Spec. 7- 02.3(1). % Is shall Include necessary I•vellag Of the tranc% bottom or the tap of the found•Iloe materiel, o welform p 0 t� Mire length of $bs pipe will be supported on a unlforsly dMs unyielding base. If the Wive eeterlal 1e tho bottom of the trwsch meets the requ1rm11ants for %revel Backflil for Pips Iledileg• the first 1lft of pips bedding may oo omitted re c n bottom i Is loosened. r •gr od end * ted tofo� • dense unyielding base. S. The store drainage systom shell be constructed according to the approved plans which are on His In the Department of Pwbilc Works Central Records. Any devletlom from tine approved plow 011 require written approve) from the proper agency, currentiy the City of Tukwila Departsleat of Public forks. 6. A copy of these approved pions must be on the ,job site whenever construction Is In progress. 7. Prior to any construCtICa/develvpmer4 activity, the City of Tukwila Deportment of Pubilc Works Inspection Section must be contacted for a pre'constructlon meeting. O. All catch basin grates shall be depressed 0.10 teat below pevrsent level. 9. All grate inlets must nave the required lettering "Outfell to Stream. Dump No Pollutants" shown on thee. 10. A11 spot elevations shown on plan are to top of pavement. SLUG. / Peron* 19' exits= colic etlert moMED 11. All +algiasered fills' shall be coepacted to 90 percent maximum asesity (AST11 o- i537!. All Imported f I! 1 materiel ;hall be bank run gravel. Class 8. The abominate shalt be constructsd In successive borizeotal layors not escealing • Inches In loose thickness veldt locludss fill In culvert areas. 12. Detrimental amounts of seterlal to building hal not of boo permitted r In fills. Except as permitted by or slmliar irreducible astort&l with a sexism' dimension greater tea 12 inches shill be burled or pieced 10 fills. Ail imported materiel Shall be Imported gravel. Class 'S' bank run or bettor. 13. All curbing to be 6-Inch high extruded owe* curbing per datell. 14. All storm drainage pips shall bo 12-Inch C*P 116 gouge) 2-2/3' x 1/20 corrugations. Mlnlwm pips cover of one foot. 15. A11 existing utilities shoos on these plans ware obtolasd frog a field survey and fi .1 evellabls public records. Contractor p shell be responsible for locating ell utilities which conflict with construction, 'bother shown us these plans or not. Englnoer does not warrant that e11 utilltios have boon shown. 16. All Type I catch basins shall be standard Renton concrete C.D.s or (equivalent. 1 7 . All CMP pipe shall be 14 guage and gP l van i zed . 18. ...it, h basi'ls a.liacent to existing railroad ar,i t.rack shall be adjusted to flush with final t ini'h grade. 11. l _it is ie [in' 1 g•. , Inc. shall be responsible f' i. :uintena-.• of all proposed paving and drainage taL:ilitii'S :1towf on this plan. r.•c{U i r(.•,1t nt.; of the Tukwila shai l b.• met with regard to the i't tilt• propose,.! I)dl•; ing 1 't . n1 il:ludin4 special striping for and "Nc Parking" signs 1,lac'c:d a throughout t per the M.I' .'1..C.D. ) Fire Marshal construction ranee roadway fire lane ae :e, long; the drive • TOP Of CURB AT DRIVEWAYS • EXTRUDED CURB DETAIL 11' • AiAf��& I BUILDING s. 2 O•Y 19' O 00 o. 0 LANDSCAPE. VARIES 6 7 owl e, \\ `.1 Or MIN ools*T OEM anlore0 SUIRKING uAI rangy \._ 1 y,4• MN MOM OEf m utopia) Slinnmcitta rolet (CU* \ --(1lma NEC a. • mar IS NE0'1, WIMPS i3h :lot 000.1KE4 SECTION A -A TYPICAL I.T.S. 5' q. TRACK 9.4' 9.4' 2- loom aPn+ CL a ASPH CONC 5% 10' R.R. SETBACK L(JW CONC . RETA . WING WALL EXTEND 12" MIN ABOVE TOP OF PAVEMENT T .>t711IloEU oolrc GOO R. =10' SECTION 8 -B TYP. NT4; 1 C. 10' EXIST. 1..f :AD TRACK C+--- -- ROPOSL:D CB 1 I/2" WN CONK DEPTH CRUSHED SIxIFACING TOP COURSE 2 1/2" MIN COPT DEPTH CRUSHED SWAM'S RASE COURSE ..- C011PACT SUapMDE TO 9176 MAX. DENSIrY (ASTMD i057) 15' $•to96 • u2 ..1 ASMI CCOO M ' 1 Va" ION. COYrr OIPTN ciUl11ED sumps se comet 2 Woes COUP? arm maw Mmracem wea COMIC 0011100 MOWN ID .e% YNk. OCnem IAtTY 0.HIM SECTION C-C TYPICAL N.T.S. FULL I'll JOINTS AT 15' O.C. (MAX.) IF DRIV,yAy WIDTH EXCEEDS 30', THRF EXL<1SION JOINTS SHALL BE SPACED EQUALLY. A 0 c J. C w 1.XP.,S I ON JOINT .. FULI CLASS 5 (1 1/2) •=:ONC. MINIMUM h" THICK VAR1 \11LF. THRU 1/4" A PLAN VARIABLE WIDTH MIN. I'll :c KNESS PAVEMENT R. =10' ANDOVER PARK L ANDOVER INDUSTRIAL PARK N.Q. 2 TRACT 2 9 0 0 0 I EXIST. 15" CONC. STOW LANDSCAPE SPECIFICATIONS: �0. n ti Th fir S® I!iNaIV 4/2Iw4A,r MA.TC` j 4a2 ,e. e M 5C•,.r E►ac /to 'f.FQrtak) �...- •IA �r Q1t S 88 °25'27 "E EXISTING PARKING CONTRACT.* S1(Al 1, NOT DISTURB ADJACENT PROPERTY (TYP1 449.99' `0- C?)j•41 Tine •••'4 a ►zb.c- b EXIST. STORM MH ems TArtte.4•Trno t rc t'4ir444 Vor.Er' Sri) co \--- rX I ST I NG RAISED PLANTER .. RL4- TO REMAIN UNDISTURBED EXISTING 2' HIGH RETAINING WALL - - -- - 5pt••d►ri "Tra a a, * t�.•ito►rc • UkaO1t IYT,i�MRSCrt F sT �'o /N TS coin, r q' 14/014- aivf•P (/..till. STRUCTURAL DESIGN PER CHALK ER ENGINEERS INC. 4....... • s, ONAL 19 TRACT 1, JE• AeMltlons 1. Inspection. it Is the contractor's responslbillty to revlsw the sits and report any discrepancies to the owner or the owner's representative. All plant uaterlei and flnlshed gradss ere subJe:t to approval by the owner. Repair and /or raise* Items es directed by owner at no additional cost. 2. Protection. Save and protect all exlstlng plantings shown to rem•In. Do not plant until all other construction operations have boon completed. If an Irrigation systlml Is to be Installed, do not plant until the system has boon tested and approved. Mandl* plants with cars' -do not daoetge or brook up root ball. 3. Repair. Dwrtng the course of work, repair all existing planting arias by pruning hod growth, reestablitAlnp finished grader remulching to specified depth, and treating soli with an approved pre- emergoat herbicide. 4. Preparation for plsntthg. Rotot111 six Indies of new topsoil Into existing soli to a mirtmsel depth of !salve Inches In all new planting areas. Remove all rocks end forelgb objects Our two Inches In dlesrter. P. Ousrenteedmeinteleancs, Guarantee all plant astSrlel for a period of ono year firer' dente of final acceptanoe of the Job b f oiler, Maintain all planting areas until final acceptance of entire Job. XPANSION JOINTS PROFILE 0. i 'EXISTING PAVEMENT �rJ 2.00% 7r I CB 05 TYPE I WCATE AS SHOWN RIM = 24.59 I.E.= 22.41 END CONCRETE } .rA1N I :VV EXISTING 10 " -12" OAK TREES TO BE REMOVED IN PROPOSED PARKING AERA ONLY (TYP) ac, 1.0 4 • 9' TYP 0 a r 1- (.1 8' TYP 4!' \ i.00A i' 1 )N OF NEW BUILDING ENrRAN(:F:. (;ENS FRL CT 4' HIGH EN I RANCI' LAN01 NC WITH RISERS 66' 82' 1( l h��TLNG COO ? ,IN(.; 'ICWE:R WITH CHAIN LINK FENCE ENCI /)SURE: TO BE Tk24P- t)RAR I I ,Y RFM)VED P9 AL IOW PAVING AS SWAIN. REPLACE '1!) URI(; I NAL POSITION AFTER PAVING OPERATIONS ARE COMPLETED. CB 41 TYPE I I xx'A7'f; AS SHOWN RIM = 23.60 I.E.- 20.97 EXISTING FATIGUE TECHNOLOGY BUILDING INSTALL THREE SIGNS ON BUILDING; WILYRE MAXIMUM AREA EACH SINN IS 6 S.F. SIGNS SHALL BE LOCATED MIN. 5' FROM BUILDING CORNER AND 5' ABOVE GROUND iJ::V)v:L. SIGNS SHALL READ AS FOI,1I: s. 1. "04PLOYEE PARKING ONLY" 2. "NO TRUCK TRAFFIC Ai .€D" 3. "NO HANDICAPPED PARKING" NUPE: STORM LINE ADJACENT TO E:•: 1 ST I NG U. P. R. R. LEAD TRACK SHALL BE INSTALLED DUIU NC PERIOD WHEN LEAD TRACE' IS NOT IN USE. CONTRACTOR SI(ALI, COORDINATE CONsTRUCr 10N ACTIVITIES WITH MR. JIM WEBER (PHONE: 206 - 762 -6540) AT UNION PACIFIC I ,RoT D PRIOR '10 CONSTRUCTION. \\ 5% I" = 20' rn 0 '. • N 88° 25'27"W BAKER BLVD.. EXIT. 15" CONC. STORM 400.42' PROPOSED 12" C:•IP : :TOPM PIPE CROSSES UNDER EXIST. RAILROAD SPUR TRACK. MIN. CU BETWEEN TOP OF PIPE 6 BASE OF RAIL = 3.50 F:L'. TOP OF PAIL F.L. = 24.50 TOP OF PIPE EL. = 19.34 EXISTING LANDSCAPE AREA EXISTING PARKING - DISTURBED AREAS OF (•:X1sTI ` LANDSCAPE: AREA SBA( BE RESTORED TO ORIGINAL CONDITION FOLLOW INC.; INSTALLATION OF STORM ORAIN4 - - --- PIPE EXIST. S'1 RPM - -- _ -- ti l41.44 pp r•N &p ace- 841+ OR (AM: /t' PlAM/1•t' 66(0•Pk.1- z 1- 1- 0 -J 1 U) 0 1. w • E:XISTIN(.; CA'IC11 BASIN TO BE REM(.)VED CII s2 TYPE I IIICRrr: AS s1LCJWN RIM - 2.2.40 1.E:.- 20.39 EXISTING BUILDING EXISTING C.rt'ICII BASIN '10 BE REMOVED 1,E2NC)VE EXISTINC; EAI1ROAD CAR S`11)PPER TRACT 3 .- r ! 1W CONC . RF"T . '&ALL PER SEC . B -B DET . PROVIDE 1" 0 WEEP HOLES AT 2.0 FT. T..ATERAI. SPACING DOR DRAINAG ;F. • w .n Op „-. ri 4 1 � V 0 z 10' SET'BAC'K FROM PROPERTY I.,INE FUR RAII.1.0AD ''L,F:/'.RA' IE:. REGRADE AS :C:I SSARY TO INSURE MIN. 2.0% I't)SI.'rIw DRAINAGE TO NEW CA'Rll BASINS. 2C TYP CONNECT TO EXISTING C.B. RIM = 23.b I.E. = 19.0 NEW I.E. (N) - 19.0 CONTRACTOR TO VERIFY CB ;3 TYPE I LIJCATE AS SHOWN RIM 22.30 I.E.= 19.97 EXISTING BUILDING EXISTING; CATCH BASIN TO dE REMOVED CB t4 TYPE I -tom f StieN[d RIM = 23.0 I.F..= 19.49 FILE COPY .. w 1- • 0 0 0 itingtmatimmvitstrialpstiefoksvprova subject to errors and omissions and apprc plans does not authorize the violation of a adopted code or ordinance. Receipt of con copy of approved plans acknowledged. By Date 1/7/ Permit No actor's EXI:;ITNG CATCH BASIN TO BE REMOVED CITY Of TUKWILA APPROVED MAR4 AS 1 986 I. I ems'' - EXISTING RA I I ROAD TRACKS (TYP) RA 1 LROAD SWITC31 TU BE SPIKED BY UNION PACIFIC RALt. '10 PREVENT ,RAILROAD CARS FEO4 ENTERING SPUR !TRACK AND BUUC1jJ AUTOMOBILE I ACCESS . INVERT PRIOR TWqA4I4FETION STATE OF WASHINGTON REGISTERED LAN . . % P • ' ITECT ARTHUR KLEINMAN CERTIFICATE NO__404 INSTALL STANDARD CITY OF TUKWIT.11 DRIVEWAY ENTRANCE 1" • 0 ra tit u •• :0 tnwni-oh Pll.iiw /P•40 elte s1=td Nr. •••, Mar. V Sri 4 WNW( SECTION A -A T'O'PICAL DRIVEWAY / 9/ 6. IMrblcl4e. Apply pre - emergent herbicide to els existing and new planting orates at manufacturer's recantondet rate. 1. Tress. N/A 00c) vie i , eel Ilmt"141.1141410 al l tIK), 441"Ifl P'4., PMI•k• &Hp M/i1K- { Ki11404101Vb SHRUB PLANTING L.i I.a.r 'n+1 /m+raw+ 4" b1' clr f fix ' i',Mn�1 MOW llt2E Wa 1. Plant materiels. Plant alsterlsls shell be Iftshtngton Grade No. 1, skald In acoordsnw with AAM Standards. Plents shall bo heeltty, vigorous, free from disease. paste, or Injury. Rsot'boulld pleinte will not be pcoeptsd. Do not prune or top prior to8dslIWva�ICStN to site. Substitutions ors strongly discouraged. balled and burlapped, OOnt. Indlates ewnt•lner. 2. TW$411. Screened, seedy IoM 64,00 to soprani by artier. 3. Planting beektlll for e11 plant uatr•Iel. 290 existing soli, SOS new topsoil, 236 composed Ober Manure. MIS thoroughly. 4. Witch. One end ooPgearter Inch 11 1/40) slaws fir or hemlock bark amW1uum 200 fines. S. "T ::Tiller. *farm lobes four per tree. two per shrub, oeS par growndoover alga four ounces (4 oz.) transplanter per tree, two oumoes (2 as.) per shrub. 2. Shrubs. Excavate shrub pits to six Inches bolos, and &Intim trip the root ball dlaieetor. Add fertilizer prlar to be kf!lllfg. Water thoroughly and +eke cart; to prevent root damage. Mont shrubs In locations shown oo plan In *freight rows -- evenly spaced. Mulch 011 planting eras to a minima two -loch compacted dapth. 3. Oroendcover. Encevete pits to minima thrap Inches below, sod Moe the rust ball diameter (approxtx.st•ly 14 Inchos). Inter thoroughly •td take core to ensure that root crown Is at proper grade after mulching. Welch all gnmiathowr aroma to minimsre ttOOlnch composted depth. MUMS 1. Clean up ALL litter ,.'AO clippings, soi 1 on walks, driveways, *nd curbs, etc. The alto shall bs left In a GLOM mild wain' Condition. Ramow all flag labels from plant materiel. ...ENO OF SECTION. RECEIVED CITY OF 1UKWILA BUILDING s, .‘R A 1986 Hire * L ms, DESCRIPTION Tract 1 of Plats. industrlei Park No. King County, Washington. Wools 71 Is of Baer 10p Piet of Andover Industrial Perk No. 2. DAJM King County AlkiloorAstrit Streel monument; North rim of monument come It Intersection of Bouleverd rind Andover Park West. Elevatich 21.42. Project No. 1733 July 16, 1995 of LEGEND 1101 --- 11101 PROPOSED CULVERT PROPERTY CORNER A.` PROPOSED SPOT ELEV. �**�'�'`` EXISTING CATCH BASIN I.i:..•....•"•] PROPOSED PAVEMENT ■ 1 C tn n w 0 • C eiv T-4 OP air! 41 0 340. Ca lialP 3 31 kinkier • 1 1!10.0t I I I I► I l l i I I I I I I) I�I I I I I Ijl 1 1 1 1 1 1 VIII Ili 1�1 1�f(111 III�It�Ill;l(Ilil�l�l�( I�II!�13�I�II1.�1�1 1 2 I 15 - - -- 6 � a T8 III f III�II IIII III III111IIIIII,IIII III Illlllillllllllll I I ,II1II II� I II�III II II II1I I 11� 18 11 1 I I III Q II I IIIIIII I ItII IIjj II II {illlT lZ ll ! IIIII IIIIIIlI li 'Iv / e 1. MI oometructloo Obeli be Jr Kra►MM.e glee City of Taken• owl Alm poremt $I 1 lcM leua. Defeo 'bell be K .C. A. S. IIg IMS ofeere i se *pproved by City, 00 Twkmlla Deportees* of liebllc Marks. All disturbed ...O shell be seeded er stiii lsod by City of Tulle 110 seteote ter tee ptsvet Tom of ce-s ite amigo bd~$or the asaplstlM of ce serectios• 4. Ail l21. OT N l according * w. i IlVV Seete Spec )43() NI uds emissary levelleg of the towed bottle or the top of tee f1osM•t1o• materiel, es moll •e pleceoset end 000pectlom of reoulrsd Weddle, mst•rl•t to uelf.rm,preb so thef the oath• Loofa of tea pipe will M •Yppor ed M • welfare!, done* uny l• I d i eg boar. If tea m•$'vo sepKI $ Is tee boetem of the trope* Mats the rsqulrem•mts for •Bras& booktilI for Pipe Peddles+ tee float lift of pipe hs/dtepg yy b• *mitts* provided the eetort•1 1e tee bottom of t11• tremcb Is Ioo.ope0. room*•* sad corpactsd to two • dross veyl•Idieg She. The store er4Imes• system shall bo constructed according to tee approved plans which arm om f110 In the Department of Pllblle Works Osier& Records. Amy *eolith*& from too approved pions w ill require written approve; free tee proper asency, cwrre•tly the City of Tukwila %pomp 0$ of Pibtic Works. 6. A copy of thew approved plans must be 00 the job sit. vh.m•.r.r construction is is progress. 7. Prior to •.y co•structla✓dw.lop&swt setivity. the City of Tulu+lle Deportment of Public Works lespectios Section most M contacted for a prKonatructlom ..,tile. I. A11 c•tCA brads poem Shell M depressed 0.10 toot below pw.rm.t level. O. All poet• Islets west More tb• rogwir•d lettering •Outfell to Streao. oliwq' NO Pel 1 stsats• showe off thee. 10. All spot elevotLoms sbm'• *o plea are to top of p.voa..$. 1. 71. s. SLOG. 11. 12. 13. All •cep l tome ad f 1 i 1 ass shell be cooper too to 90 percent will ere d•mslte (ASTM D- 1357). A11 Imported fill 1st•rlei shell Do bank rue prowl. CIess O. The embankments shall be constructed 1• successly oorlsem'bl lowers mot escalading • lease In loans telcWemss rhIcb Includes f111 i0 cuiveA roes. Ostrlmmatel amounts of organic letrf shall not permitted is tills. Except M permitted by al official, rock or $Ie1I0r irrediClbl• waterlog with • Nxlaefa dimension praetor two 12 Inches • II b• burled or placed le fills. 611 I.p4Ned mst•rlei *ball bs lQOrtle! prowl, Claim re book run or better. A11 curOleo to M 6-Inch blob esti-willed concrete curbing per atoll. 14. All storm *rein., pipe shell be i2 -Ince CLIP (16 gouge) 2 -2/3' II 1/2a COrrogetIons. Mielaa pipe cover of one foot. A11 existing utilities $faro ..w those plans wore obtained from • field survey and from evblleble public reu rds. Contractor 0a11 be respcwslbl• tor.loceting 111 utilities which me) ,?peflIC rife oonstructlom, whether seven om ttNM pl..s or not. Engineer toes not werreet that ell utilities have boao shorn. 16. A11 Type 1 catch bodes 10411 be stamdore fienton concrete C.O.s or equivalent. 10. • TOP 1Oi► CURS AT DRAMAS. EXTRUDED CURB DETAIL BUILDING 1 III' IM/ MR m1M mete sumac It, ecarei \- or am GAM Om cause SWAM. AWL COME y- •f31118. WU a s wfr Ili 'eV IMAM aN aoa oamacacs 9.4' CK 9.4' 10' R.R. SETBACK .xta11•W ca1cculle SECTION 8-8 TYR N.TS.. IO' 10' 3 PROPOSED GB vs' M'N COIIPi ' CRUSHED $1MOVONO TOP 00WROE : vt` IM I WW1 0EP01 C0U$H $1Na0w10 M!E COURSE -.--co, MPAC fu•iwor to so% 1Nx. many 01111140-15511 PPM ASIN1 cc 15' PLANT SCHEDULE: 1 Or INN. CG1Ir OEPiM MOND OlrwsoS NO COME l Ve ma. COPT owns 0 i • e IONOSIO •I M COIrIIt tiOMMR wawa* 1.111. OlMrh (AferM O • M1171 �ECTIO$ C-C TYPICAL N.T.S. �� t''MoT1MIA FRE�i l r'1- �OiT1H1� Q 1 �4'- 3d eo 4 , FULL TO L SE 4 5,i4c,14Y vI3,iRf -uss Tt5'ir 1N(► Ila.14t1G ?/ 0'Zt" � „- �� Fu LL. M-117 E14141-Y• L46,44 I T1' 1 4 HEcE.ri ' NE.I_ I)< '1 t1'IGA'/ at461..I r*t 4" Weep pL 6. 1-(" Q le CH C. J4-rE , '1'K W�1'�'• lq / i• DJQ ANDOVER INDUSTRIAL BARK NO. 2 TRACT 2 W 0 0 0 2 of EXIST. STORM Mil S 88 °25'27 "E 0 - EXISTING RAISED PLANTER AREA TO REMAIN UiSD I STURBED EXISTING 2' HIGH RETAINING WALL TRACT 1, COW . STORM LANDSCAPE SPECIFICATIONS: N 88° 25127" W EXISTING PARKING CONTRAC°IOR SHALL NOT DISTURB ---\ ADJACENT PROPERTY (TYP) 449.99' co CB #5 TYPE I rIOCATE AS SHOWN RIM = 24.59 I.E.= 22.41 EX I ST I nG 10 " -12" OAK 1RLES TO BE REMOVED IN PROPOSED PARKING AERA ONLY (TYP) 1 1" = 20' i • LOCATION OF NEW BUILDING ENTRANCE. CONSTRUCT 4' HIGH ENTRANCE LANDING WITH RISERS EXISTING COOLING TOWER WITH CHAIN LINK FENCE ENCLOSURE TO BE TEMP - ORARILY REMOVED TO ALLOW PAVING AC SHOWN. REPLACE TO ORIGINAL POSITION AFTER PAVING OPERATIONS ARE COMPLETED. CB #1 TYPE I LOCATE AS SHOWN RIM = 23.60 I.E.= 20.97 EXISTING CATCH BASIN r56 BE REMOVED CB #2 TYPE I % LOCATE AS SHOWN RIM = 22.40 20.39 EXISTING BUILDING EXISTING CATCH BASIN TO BE REMOVED REMOVE EXISTING I RAII..ROAD CAR STOPPER TRACT 3 EXTRUDED CONC. CURB PER DETAIL (TYP) PROVIDE 1" 0 WEEP HOLES AT 2.0 FT. LATERAL SPACING 10' SETBACK FROM PROPERTY LINE FOR RAILROAD CLEARANCE. R1X RARE AS Y TO INSURE MIN. 2.0% POSITIVE DRAINAGE TO NEW CATCH BASINS. INSTAL. THREE SIGNS ON BUILDING WHERE SHOWN. MAXIMUM AREA EACH SIGN IS 6 S.F. SIGNS SHALL BE LOCATED MIN. 5' FROM BUILDING CORNER AND 5' ABOVE GROUND LEVEL. SIGNS SHALL READ AS FOLLOWS. 1. "EMPLOYEE PARKING ct1LY" 2. "NO TRUCK TRAFFIC ALLOWED" 3. "NO HANDICAPPED PARKING" 1 CB #3 TYPE I LOCATE AS SHOWN RIM = 22.30 I.E.= 19.97 EXISTING BUILDING EXISTING CATCH BASIN BE REMOVED !I CB #4 TYPE I ___4---__ RIM = 23.0 I.E.= 19.53 0 • CC 8 a ct cr u 0 0 - ? • BAKER BLVD. EXIT. 15" CONC. STORM AlLammlitisma 1. Inspection. 1t Is the contractor's respoo$tbll lty to ratan tee site end report any discrepancies to tM owner or the ornsr's ropresentetty. Ali pleat materiel end flnlsh "Odes aro svbJect to approval by tee owner. Ibpeir end/or role*, Items es directed by owner It Mo sedition! cost. 2. Protection. Soo end protect ell exleting Montle. shorn to toms l n. Do mot plot what l 1 611 °test construction operations hove been completed. If em Irrigation syst+w Is to be Installed, do not pleat I'fatl l the system hes Mee tested and approved. Handle plants with o,re■ not deeps or brelk ep root ball. 3. Rspeir. poring the course of work, repair ell exlstlug planting crew by prolog wed , ro•mt•b i l eh l ag f l s l shed erode, rmwlching to 6/bottled depth, sod trestlnS sell with en approved prise orga0t hrrblelee. 4. Mp•rstlo0 for pl•Ptip. Ilot°ti 11 six Inches of nee topssl l into eulogise soil to selenium depth of twelve Inches In e11 new pholleg arses. Rowe 011 rocks sod fereipii objets ever two Lashes Is Ilerlrl* -. 3. Onerectoiesietwoms. gwarsllrt.s ell plot mater& for s orbit of ore per Marti dote of Heel aacapteoCs of tee JA by onor, MsinteM WI piloting cress vhtll flosl mwept*ea of satire J• 1. Plot airtsrtsIs. Piss/ Mt'orlsis shell bt Washington brad• No. 1, shed In aaberdaoOS with AAA lhm.sr•s. Plants shall be � vigerose, free free Mom, pests. 0 injury. el 11 not be sceepted. OD see promo er to prier n, Adel l iiwlic tw11 to alt•. f batltvtie ere /troo,ty l . belled eN b11r11rpedi Oset. la Ia1t d,onst•huer. t. Togged 1. STererne/, wady loge eihjOet to •p ro sl by moor. S. Pleats.. bE11Mf111 for 111 plot esterlel. 7* mistlil0 sell, NO MO topsoil, 102 eiNlorM staler sllllwr . *11 feersoghir. 4. Melee. pis hod esr4arter in0h,11 1/4°) shore fir or beal•lclt Seek sexism 2411 floe. S. Farr. tI l loon. A6rlfiereb trees for part 11111 or Mob, one per rnouldemMr aim fee, eases 44 s,.4 hater pet tree, two auk* 12 4111.1 W •ht+ilb. 6. Merbloido. Apply pre. mergsnt herbicide to ell emistlne end nee piloting awes at collf •direr 1 s rocasm gilled rote. JWs1JRNAll 1. Tres. N/A 2, "robs. Excovet• WO pits to six Inches Mlar, end salmon toles the root bell diameter. Ado fertiliser prier to boekfltlteg. Peter tflor -10ly sm* talkie 'are to pewee, root damage. Plant shrubs In locetlo.s "OA os pion IN straight rose -•woly space.. WOO ell piergI 1..rM to s *Wino tooP Mete oppest•il eep h. 3. ero•n.00lfsr. Encevet• pits to slnis1mese three Inches below, sad twill the root bell *Teeter toppradwtely 14 IarfM•). Meter tiewesghly sod take onto to wore that rest cress 10 st proper WO* ottor w mg le14 N1 g, wer are o a t14111a1m �M• 1. NNW ep gL Uttar reed •llppluga, 0011 oe Wes. drIvelsee. GOO tree, Mc. The alts •Ash t M left In a Wes end MUMMA •aWtttee, hlliawe eI1 flog Mole M. pi•ht Mfferiel e 4 120.0* :..am a swim. I 11 11 111III11111 1II1111111I1111141111 111 T if11�' ',t Jl V SI I1 ET ?T1 1_ I T 6 'I1� 1H111 Il li! i!llhird111!1 i11111lil�l111 �,►1il�,l,i��,� yin 111111 1!II i ff I I I!I�IIIIIIII dill! l! ililll�llllllli!�lllllllll111!I I!lllllll Il,l�llllli I �I 400.42' EXISTING LANDSCAPE AREA EXISTING PARKING co co co 4N0 0 DISTURBED AREAS OF EXISTI LANDSCAPE AREA SHALL BE RESTORED TO ORIGINAL CONDITION FOLLOWING INSTALLATION OF STORM D PIPE EXIST. STORM MH T FILE COPY EXISITi'1G CATCH SI t TO BE s are nde ithe Plan p� bject to errors and omissions and approval of ns does not authoriz violation of any iflacticntractor's eve pi* acknowledged. dopted M opy of app 1 NTto ...!.'. 3..-:.. ;.6 ................ .......... EXISTING RAILRO f � it & .(7YP.1... - -= •Q . Perm r CONNECT TO EXISTING C.B. RIM = 23.b I.E. = 19.0 NEW I.E. (N) = 9. CONTRACTOR TO VERIFY INVERT PRIOR TO 1 0 au OF TOK f th APPROVED OCT 1� 85 LED STATE OF WASHINGTON REGISTERED LAN QSfeAPEd+gCMIYECT INSTAL, TUKWILA DRIVI AYI 1NFRANCE RECEIVED CITY OF TUKWILA ;IC • n BOUM WPC ARTHUR KLEINMAN 1111111114115 PROPOSED CULVERT iliUMIZIERMUDD Tract 1 of Mdover Industrial Park No. 2, Recorded In Tolosa 71 of Plats. page 66.89. Records of Kilo Comity, Weshfngron. DI ND P ied of ANdover Indastrlel Perk No. 2. ARM K irk Coot, AnbArchiezt Strast monuments North rim of monument case et Illtor1Ctlon of Minklor Bool•velyd eM An/w•r hire root. Elsysttoa 21.42, Prop/et No. 1733 July 16, 192/4