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Home My WebLink AboutPermit 1883 - Benaroya Company - Parking LotBUILDING PERMIT PERMIT J CITY OF TUKWILA NUMBER 6200 SOUTHCENTER BOULEVARD TUKWI LA, WASHINGTON 98188 DATE OF ISSUANCE EXPIRES May 5, 1980 September 2, 1980 JOB ADDRESS 17501 Southcenter Parkway LEGAL LOT NO. BLOCK TRACT DESCR. U SEE ATTACHED SHEET OWNER PHONE Jack A. Benaroya Company 762 -4750 ADDRESS ZIP 5950 6th Avenue South 98108 CONTRACTOR PHONE same as above ADDRESS ZIP LICENSE NO. SST NO. 223- 01- BE- NA- RJAA342KS C578- 064 -998 BUILDING USE Parking lot CLASS OF WORK ONEW OADDITION OREMODEL 1:1 REPAIR OTHER (Specify) Grading 1, 000 yds BLDG. 1st FL. I 2nd FL. I BASEMENT I GARAGE I DECK I MEZZANINE I OF STORES I TOTAL S.F. I VALUATION AREA 38.000 1 CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT FEE BUILDING THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE DISTRIB. PLAN RVW. MET, AND THAT I AM AN AUTHORI FOR THE PROJECT. DEMOLITION BOND OTHER aradina 1 78.00 OWNER AG T S N T TOTAL 78.00 COMMENTS: TYPE CONST. I OCC, GROUP I OCC. LOAD I FIRE ZONE l USE ZONE I AUTO SPRINKLERS REGI MRtor VN NA NA 3 R1 OYES (N0 hYes 00 THESE INSPECTIONS ARE REQUIRED BY LAW 1. Driveway 2. OK to 3. Roof 4. OK to 5. Wall- 6. Structure approach and pour footing sheathing enclose board complete and/ slope and /or and nailing framing nailing or OK to foundation OK OK occupy FOR INSPECTION CALL 433 -1849 BUILDI�, CITY OF TUKWILA THIS PERMIT MUST BE POSTED CONSPICUOUSLY ON BUILDING BUILDING PERMIT PERMIT CITY OF TUKWILA NUMBER 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 DATE OF ISSUANCE EXPIRES JOB ADDRESS LEGAL LOT NO. DESCR. OWNER ADDRESS CONTRACTOR ADDRESS LICENSE NO. BUILDING USE !",iay 'i 19 0 i'lmll SOUi,Ilt:ef'It.er jc-arkm -iii BLOCK Jack A. ,-arkinq lot TRACT PHONE PHONE SST NO. ZIP CLASS OF WORK y ❑NEW ❑ADDITION ❑REMODEL ❑REPAIR LJOTHER (Specify) (�1't't'jll t BLDG. I list FL. I 2nd FL. I BASEMENT I GARAGE i DECK I ME I OF STORES I TOTAL S.F. I VALUATION AREA CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, AND THAT I AM AN AUTHORIZED'AGENT FOR THE PROJECT. OWNER AGENT SIGNATURE COMMENTS: .Sei.1 L:Ei FEE BUILDING DISTRIB. PLAN RVW. DEMOLITION BOND OTHER t'1 ?'a;jiri{ I 7! TOTAL TYPE CONST. I OCC, GROUP I OCC. LOAD I FIRE ZONE I USE ZONE AUTO SPRINKLERS REO.��•' rl,I;t:t; N MA ,3 I,�. ❑YES NO L 1. Driveway approach and slope I THESE INSPECTIONS ARE REQUIRED BY LAW L 2. OK to 3. Roof Q. OK to 6, Wall- 6. Structure pour footing sheathing encloso board complete and/ and /or and nailing fremirfg nailing or OK to foundation OK 1 OK occupy r i FOR INSPECTION CALL 433 7-1849 BUILDING OFFICIAL, CITYig5 TH 1 :111 •fir r f PERMIT.MUST BE POSTED CONSPICUOUSLY WILDING s'1'f i }k YO SEE ATTACHED SHEET {'S i= X ZIP ZIP CLASS OF WORK y ❑NEW ❑ADDITION ❑REMODEL ❑REPAIR LJOTHER (Specify) (�1't't'jll t BLDG. I list FL. I 2nd FL. I BASEMENT I GARAGE i DECK I ME I OF STORES I TOTAL S.F. I VALUATION AREA CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT, THAT THE APPLICABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET, AND THAT I AM AN AUTHORIZED'AGENT FOR THE PROJECT. OWNER AGENT SIGNATURE COMMENTS: .Sei.1 L:Ei FEE BUILDING DISTRIB. PLAN RVW. DEMOLITION BOND OTHER t'1 ?'a;jiri{ I 7! TOTAL TYPE CONST. I OCC, GROUP I OCC. LOAD I FIRE ZONE I USE ZONE AUTO SPRINKLERS REO.��•' rl,I;t:t; N MA ,3 I,�. ❑YES NO L 1. Driveway approach and slope I THESE INSPECTIONS ARE REQUIRED BY LAW L 2. OK to 3. Roof Q. OK to 6, Wall- 6. Structure pour footing sheathing encloso board complete and/ and /or and nailing fremirfg nailing or OK to foundation OK 1 OK occupy r i FOR INSPECTION CALL 433 7-1849 BUILDING OFFICIAL, CITYig5 TH 1 :111 •fir r f PERMIT.MUST BE POSTED CONSPICUOUSLY WILDING BUILDING DEPARTMENT CITY of TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WASHINGTON 98188 433.1849 APPLICATION FOR PERMIT DESCR, rr OWNER 0 ADDRESS U .�V- S CONTRACTOR ':5; /117 1 1 3 /�q'y C;c i L ADDRESS LICENSE NO Z '3 0 ;F E 'm j. c- -43 A S ST NO. DATE :3 7 G' (PERMIT NO. WHEN VALIDATED n JOB ADDRESS LEGAL LOT NO. BLOCK TRACT BUILDING USE -A IC 2 U .-7__ SEE ATTACHED SHEET PHONE .-7 7 7 5--0 ZIP (PHONE ZIP I EXPIRES 57 CMG g �i Gluq TENANT CLASS OF WORK NEW ADDITION REMODEL REPAIR OTHER (Specify) 4 BLDG. 1st FL. I 2nd FL. 1 BASEMENT I GARAGE I DECK I MEZZANINE I n OF STORES I TOTAL S.F. I VALUATION AREA I I I I I NAME OF APPLICANT (PLEASE PRINT)�� ADDRESS i j G I PHONE G 7_ 41 I CERTIFY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORR CT AND THAT THE ABLE CITY OF TUKWILA REQUIREMENTS WILL BE MET. SIGNATURE OF APPLICANT TYPE CONST. PLAN PLANS: RVW. FIRE DEPT. PLANNING/ SEPA PUB IC WKS. COMMENTS: DO NOT WRITE BELOW THIS LINE OCC. GROUP OCC. LOAD I I AUTO SPRINKLERS REQ. SENT IRETURNED YES NO I I FIRE ZONE I USE ZONE I AUTO SPRINKLERS REQ. 3 YES NO APPROVED FEE I BUILDING DISTRIB. PLAN RVW. DEMOLITION I BOND J OTHERq -wo,t l TOTAL RECEIPT NO. APPROVED FOR INSURANCE BY: 1 _t .EGAL,`: DESCR.IPT" P C. i That portion of the southeast quarter of the southwest quarter of Section 26, Tc:m_:hip 23 North, Range 4 East, W.M., in the City of Tul-aila, King County, t'l3shington, described as follows: ti Ge3innin^ at the Southeast corner of said Southeast quarter of the ;u.arter of Section 2G; 1 thence I13rth 87 t•:est along the South line of" said Southeast quarter of he Soutn�•rest quarter. a distance of 481.05 feet to the West r;rrgin of Southcenter !'arkti;ay; thcr�L_ North 11 Mast along said West margin a .0 iSta of 7.85 feet' ±o true pr,in� of beginnin thence So-At "2 °1.'16" Niest a distance of 680.15 feet to- the ideS_ t "n of `.I,. coutg quarter of the Southwest auarter of Section 26; r t:ierice Porth 00` East along said Hest line a distance of t TS14 f rr,o,-c; ar less, to -the Ntorth line of said subdivision 4f Section 26; i, thnnco South 87 °5 East along said North line a distance of 2;i .O10 feat, morc cr less, to a point which bears .North 87 °55'53" ,.est 0 distaf=cr. cf 250.00 feat, from the West margin of Southceriter Vner.c:e South 01 "41' ?91 I.lest a distance of 54.76 feet; thence South 04"4'26 East a distance of 50.16 feet; th,c.nce South 12 °28'30" East,a distance of 33.38 feet to the center 1 i ^e of a rai 1 roa oases ent; thence southwesterly along said railroad easement -on a curve to the left, the center of which bears South:42 0 01'11" East; having a radius of 410.23 feet, an arc distance of 2A7.36 feet, .through a central' ang'e of 34 °32 thence along a curve to the right, the center of which bdar':s South 09 West having .':a radius of 110.00 feet, an 'arc distance, of. 44.38 feet through a central. angle. of 23 05'.59 thence South, 5'0°09' 29" East a distance of 36.50 feet;, thence South 83*51'25 East a distance of 289.78 Meet 'to the ;lest margin. of. Southcenter Parkway; thence along said Ilest narg irr a- curve to, the left, the center. of which bars North 8.5 °4526" East having a radius of 991.37 feet,, an arc distance of 134.:09 feet through 'h central angle of 97 °44 thence continuing along said West margin South 11 °59.'33" East a distance of 122.72•feet to the true point of, beginning.: i i '•c w ti....w...:��., r��'. w�. r =.•c �t i:''.., J7 Y�Y! ILA o U') 2 1908 City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Public Works Department 433 -1850 December 17, 1979 The Jack A. Benaroya Company 5950 6th Avenue South Seattle, WA 98108 Re: Canyon Parking Area The review of the Canyon Parking Area Plan (Job No. 42800) Storm Sewer and Armco End Sections and Culvert End Treatment Design has been provided by the Public Works Department with the following comments: Required permits to be applied for and obtained a minimum of 24 -hours prior to construction are as follows: 1) Curb cut /access -.city Maintenance parking stall* 2) Storm sewer permit *One parking stall shall be provided immediately adjacent to the City's storm drainage facility, including post and chain barrier signing and striping designating this stall availability for Tukwila Maintenance vehicles at all times. On completion of parking facility, two sets of keys to locks shall be provided to the Public Works Maintenance Shops (433- 1861). Class B bedding shall be provided for all. storm lines. 36" CMP shall be minimum 14 guage galvanized steel coated inside as.per APWA or minimum 14 guage aluminum. A retention facility is also required to store the difference in the 10 -year flow rate in the storm drainage system from undeveloped land to the proposed development prior to final approval of-a storm drain application. Please submit this retention design for inclusion of your final plans. Sincerely, Phillip R. Fraser Acting Public Works Director PRF /jm cc: Kjell Stoknes, OCD Director Al Pieper, Building Official 1 x x site plan x x x x x