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HomeMy WebLinkAboutST - 3425 S 116TH ST - EDGECONNEX - STORAGE TANKSTAN K(S) UNDERGROUND STORAGE TANKS (UST) I ABOVE GROUND STORAGE TANKS (AST) 3425 S 116TH ST PARCEL NUMBER(S) 1023049043 RELATED PERMIT NUMBER(S) 47-19 48-19 49-19 50-19 N Date: 8/27/19 Tukwila Fire Department OPERATIONAL PERMIT By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Burr Computer Environments, Inc. located at 3425 South 116`h Street 47-19 48-19 49-19 50-19 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted to install alter, remove, abandon or otherwise dispose of a flammable or combustible liquid tank per 105.7.8 of the International Fire Code. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Ninety Days - This permit does not take the place of any License required by law and is not transferable. Any change in use or occupancy of premises shall require a new permit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 6300 Southcenter Blvd., #209 Tukwila, WA 98188 206-575-4407 Email: FireMarshal@tukwilawa.gov Commercial Underground/Aboveground Fuel Tank Removeal/Installation Permit To install or remove any flammable or combustible liquid tank per International Fire Code 105.7.8. Installation of aboveground tanks shall be limited to MIC/H, MIC/L LI and C/LI zones. You will need to submit the following: 1. Two scaled site plans showing property lines, building location(s), storm drain location(s), public access, vehicular damage protection, proposed screening and containment must be submitted for review prior to approval. 2. Specification sheets for the tank. Business Name of the Contractor: Burr Computer Environments, Inc. Contractor's Business Address: 10400 Rodgers Road City: Houston State: TX Zip: 77070 Contact Person: Paul Wicoff Telephone: 617-939-1661 Name of Business at Job Site: EdgeConneX Job Site Address: 3425 S. 116th St. Number of tanks to be removed , modified , or installed 4 Individual tank capacity (Gals.): 3,000 Total aggregate capacity (gals.): 12,000 How many tanks total: 4 The permit fee is $150.00 per tank. , 171 i ( 1 # { ; PEE= 'SAS aR,uarEo BY NO 6 il( EXCLUSIVE NOME OF HERM MOREOVER . YiEFs IgiCRENlau PURPOSES SO MX* CUSTOM* CORY AND WE !a7 BE MEUCCI% CR DOPE RY NOSt wx AW OC SNC RSOIMOOR OAMouFh WEN OE PASSED a b aIDWII4 ePED PERSONS 6nHOUf ME w swat w PID 7/22/2019 10:54:09 AM - P:\115614\143-115614-19001\CAD\SHEETFILES\C0.1 SITE LOCUS.DWG - KORZEC, NICK 1 0 1 5 10 1111; v NE ISM MILES SITE LOCUS PROJECT LOCATION N 88°17'20" I PROJECT LOCATION NOTES: SCALE: 1" = 60' 1. EXISTING CONDITIONS INFORMATION IS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY TITLED "3425 S 116TH STREET, TUKWILA, WA SITE PLAN" PREPARED BY TRUE NORTH LAND SURVEYING INC. DATED APRIL 2, 2019. Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 likr4 VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue - Portland, Oregon 97239 503.222.4453 www.vImk.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: (206) 883-9300 Fax: (206) 883-9301 X ci) Ca" -O C—) EDCSEA01 DATA HALL 3, POWER PLANT 2 W E— U) ' ISSUES & REVISIONS No. Date Description 1 06/03/19 ISSUE FOR PERMIT 1 07/24/19 CITY COMMENTS p1 � J C DRAWN: REVIEWED: PROJECT NO.: SHEET TITLE SITE LOCUS yZs' 5 glee e/7 _115 SHEET NO. C0 .1 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC. 1 IMMO SITE LAYOUT AND MATERIALS PLAN.DWG - KORZEC, NICK 7/22/2019 11:24:46 AM - P:\115614\143-115614-19001\CAD\SHEETFILES G MAG NAIL W/WASHER STAMPED _G�c "TRUE NORTH CONTROL" N: 185281.756 E: 1280141.930 ELEV.=20. 28 ASPH CB TYPE 2 RIM EL.=19.20 IE(E)24"CMP=13.5 IE(S)6"PVC=14.6 IE(SW)8"PVC=14.6 TOP OF DEBRIS EL.=12.2 24"SD G G.95.0 i G G REMOVABLE BOLLARD SEE NOTE 5 (TYPICAL OF 7) G ASPH G G G G G G G G I c7 I G G G G 24"SD G G ROLLING GATE CORNER OF PAD N 185244.82 E 1280186.80 TRANSFORMER PAD 10'-0" x 8'-0" TRANSFORMER PAD 9'-6" x 7.4)" G ASPH G G G G G G G G G G G G G LEGEND xx • 0 011•1111111111110 .1111111•10 •••••111111111111111. MAC NAIL W/WASHER STAMPED "TRUE NORTH CONTROL" N: 185276.071 E: 1280369.173 ELEV.=19.88 - GAG ---_ 24_Sp �c CB TYPE 2 ---__ RIM EL.=18.97 IE(W)24"CMP=13.2 IE(E)24"CMP=13.1 - - IE(SW)6"PVC=14.1 BTM. EL.=11.1 TRANSFORMER PAD 9'-6" x 8'-0" ASPH CHAIN LINK FENCE BOLLARD REMOVABLE BOLLARD SAW CUT ASPHALT PAVEMENT CONCRETE PAD UTILITY PAD IDENTIFICATION NUMBER 24"SD G G LOT G G G 16"PINE 9"PINE DOUBLE SWING GATE HMA PAVEMENT /G G / /G 7' CHAIN LINK FENCE �o �o SURFACE RESTORATION G G G 24- "SD CB TYPE 2 RIM EL.=18.78 IE(W)24"CMP=13.1 IE(E)24"CMP=13.0 IE(SW)6"PVC=13.8 BTM. EL.=11.1 G G G G SCORNER OF PAD N 185226.73 E 1280287.53 G c G G G ASPH DOUBLE SWING GATE G G G G G G C, CORNER OF PAD N 185223.00 E 1280415.88 / ?7-6,�rO llNS1 DE FACE OF WALL M CORNER OF PAD N 185209.88 E 1280180.53 / / CONDENSER PAD 5'-9" x 19'-9" N 185194.86 E 1280291.06 / 0 ASPH CB TYPE 2 RIM EL.=18.78 IE(W)24"CMP=12.5 IE(E)24"CMP=12.6 IE(SW)6"PVC=13.1 BTM. EL.=10.3 G G G G I G- 24 -"SD 0 0 G G G - 7' CHAIN LINK FENCE CONC POWER ULNEKAIUKS ANU I-UEL TANKS WITHIN FENCED AREA (NOT SURVEYED) SWITCHBOARD PAD 19'-3" x 4'-0" / / / / / CONDENSER PAD 10'-6" x 10'-6" / / / / / / / 681-2" SWITCHBOARD PAD 9'-6" x 4'-0" 1 STORY WAREHOUSE BUILDING SWITCHBOARD PAD 9'-6" x 4'-0" / / 9'ENT ENT 12'ENT CORNER OF PAD EXST DELIVERY DOOR TO REMAIN N 185187.52 E 1280414.85 NOTES: 1. EXISTING CONDITIONS INFORMATION IS BASED ON A BOUNDARY AND TOPOGRAPHIC SURVEY TITLED "3425 S 116TH STREET, TUKWILA, WA SITE PLAN" PREPARED BY TRUE NORTH LAND SURVEYING INC. DATED APRIL 2, 2019. 2. CONTROL JOINTS @10' O.C.E.W. 3. EXPANSION JOINT AT EQUIPMENT PAD INTERFACE 4. STRUCTURAL DESIGN OF RETAINING WALL AND UTILITY PADS BY OTHERS 5. CENTER OF BOLLARD SHALL BE SET 1'-0" OUTSIDE THE EDGE OF CONCRETE PAD. 6. ELECTRICAL DESIGN BY OTHERS. COORDINATE CONDUIT PENETRATIONS AND ROUTING WITH ELECTRICAL. 5' 10' 20' SCALE: 1" = 10' Gensler 5005 Greenville Avenue Dallas, TX 75206 Phone: 214/273-1559 VIMW ENGINEERING + DESIGN 3933 SW Kelly Avenue- Portland, Oregon 97239 503.222.4453 www.vImk.com TET TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: (206) 883-9300 Fax: (206) 883-9301 • LLJ F- ' ISSUES & REVISIONS ` No. Date Description 1 06/03/19 ISSUE FOR PERMIT 1 07/24/19 CITY COMMENTS 01 J SHEET TITLE J SITE LAYOUT AND MATERIALS PLAN 3 z5- $I/& 5-?1--- SHEET - DRAWN: N.Korzec REVIEWED: J.Clare PROJECT NO.: 200-01291 SHEET NO. C 1 .1 PROPRIETARY: NOT FOR D SCLOSURE OR USE WITHOUT THE WRITTEN CONSENT OF BURR COMPUTER ENVIRONMENTS, INC.