Loading...
HomeMy WebLinkAboutST - 12652 GATEWAY DR - MCI WORLDCOM - STORAGE TANKSTANKS) UNDERGROUND STORAGE TANKS (UST) 1 ABOVE GROUND STORAGE TANKS (AST) 12652 GATEWAY DR RELATED PERMIT NUMBER(S) 269-03 113-00 114-00 493-00 494-00 131-11 Date: 2/19/03 Tukwila Fire Department SPECIAL PERMIT By virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance, MCI Worldcom located at 12682 Gateway Drive 269-03 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 for *To use, store, handle or sell flammable or combustible liquids in containers and portable tank storage outside buildings per 79.401 of Uniform Fire Code105.8- F.3* 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 -Eighteen Calendar Months - 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 Date: 2/8/00 TUKWILA FIRE DEPARTMENT. SPECIAL PERMIT ma 113-00 114-00 BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance, _Sr9p Mackenzie located at 12682 Gateway Drive Business Name Business Address having made application in due form, and as the conditions. surroundings, and arrangements are. in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted foi'O .install or remove any flammable or combustible liquid tank per 79.116 of the Uniform 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 VALID FOR -Ninety Days - This permit does not take the place of any license required by law and is not transfer- able. Any change in the use or occupancy of premises shall require a new permit 7/Z4 Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE T.F.D./F.P. *2 01/25 10:28 2000 FROM: 575+4439 TO: 5032281285 PAGE: 2 •' 01/25/00 10:27 FAX 57 459 TUKWILA FIRE 0 II 02 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT PERMIT # RECEIPT # /1,CD DATE RECEIVED DATE ISSUED /? FIRM NAME: Group Mac kPn7 iP PHONE:(503) 224-9560 FIRM ADDRESS: PO PDX 69039, Portland ()R 97201 JOS SITE: 12682 Gai<gway Drive, Tukwila WA 98168 NUMBER OF TANKS TO BE REM OVED,QNSTALLEDj 2 INDIVIDUAL TANK CAPACITY (GALS): 5.000 TOTAL AGGREGATE CAPACITY (GALS):10.000 NAME OF BUSINESS AT JOB SITE: MCI Worldcom PERSON IN CHARGE: Tamio Fukuyama w/Group Mackenzie PHONE:(503) 224-9560 To install or remove any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code. Installation or removal of underground tanks having an individual capacity or total aggregate capacity of greater than 10,000 gallons, and installation or removal of underground tanks located within 200 feet of the Green/Duwamish Rivers requires approval of the Tukwila Planning Department. Installation of tanks with a capacity of 5,000 or greater require a building permit. All aboveground tank installations require approval of the Tukwila Planning and Public Works Department. Installation of aboveground tanks shall be limited to MICH, MILL, HI, LI and C/LI zones. A site plan showing property lines, building locations(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. Building Permit required not required V' initial Planning Department: Approved // Signature: Not Approved Date: Public Works Department: Approved V' Signature: JU J Not Approved Date: No fire department permit will be issued without Tukwila Planning Department approval when required. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ 75.00 , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 7/99 T.F.D. Form F.P. 31 Date: 8/15/00 TUKWILA FIRE DEPARTMENT SPECIAL PERMIT Na 493-00 BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance, __mat Corporation Business Name located at 12682 Gateway Drive Business Address having made application in due form. and as the conditions, surroundings, and arrangements are, in my opinion, such that pi the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted for * O IUALAil or remove any flammable or combustible liquid tank per 79.116 of the Uniform 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 VALID FOR -Ninety Days - This permit does not take the place of any license required by law and is not transfer- able. Any change in the use or occupancy of premises shall require a new permit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE 1. A T.F.D./F.P. *2 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT A miscellaneous permit must be applied for and issued by the Building Department prior to application for this permit under the Uniform Fire Code. MISCELLANEOUS PERMIT # V1 (/ C.Y �' S (ISSUANCE DATE: FIRE DEPARTMENT SPECIAL PERMIT # -06,14(-01) RECEIPT #906(7 DATE RECEIVED '305/03 DATE ISSUED FIRM NAME: ,.T Cor,P. FIRM ADDRESS: lam' '+C• T''1o•-T..�.ss /?f("T 44-tOrALeo.r7, JOB SITE: /2 (0S2 6-.4-7Ze-,.y PHONE :x'40-8z�- iOS3 NUMBER OF TANKS TO BE REMOVED INDIVIDUAL TANK CAPACITY (GALS): 0 C.Apeeler- ti/A. 22:10 ?T,L�� _•i/ia . 424. 9l'/‘ r PRODUCT TO BE STORED: TOTAL AGGREGATE CAPACITY (GALS): NAME OF BUSINESS AT JOB SITE• RC1-- t�o�� Gam•^ PERSON IN CHARGE: oar s7' PHONE: To install or remove any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code. Installation of aboveground tanks shall be limited to MIC/H,_ MIC/L, LI and C/LI zones. A site plan showing property lines, building locations(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WIT Ag4kLED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $_ , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, T KW�, WASHINGTON, 98188. i� TANKREMV.PER Rev. 4/00 T.F.D. Form F.P. 31 City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 ILE August 28, 2000 Re: AST installation, MCI Worldcom site PMft M Cr t' . MI a 0'043 -15/ Dear Sir: This letter is to clarify the above -ground storage tank (AST) installation plans at MCI Worldcom's switching station, located at 12682 Gateway Drive. The AST will be secured to the concrete pad using "Hilti" type bolts, 3/4 -inch diameter by 5 '/z -inch length. This bolt provides sufficient anchoring strength, and is in accordance with the previously submitted calculations on seismic force resistance. The anchoring plan remains as indicated on the plans and specifications. Please feel free to contact me if you should require any additional information. Sincerely, ENSAT Corporation John Stanley Project Manager /7‘. ,,J1 Cc: MCI Worldcom Tukwila Fire Marshal 011 AND CEIEMICAL SPILLS Robert A. Marszalkowski, PE Project Engineer h. \,.\ I. 24 HOUR EM ERG f:NC\ RESPONSE NUMBER 800 7 53 n728 15510 M(1A1 A VC SUITE B CI:I PI. PFR CIRt,I\IA 11701 DR151: 545 825 4583 5411 815 4587 F45 BEDFORD PROPEFTTES GATEWAY CORPORATE CENTER (7) 15'-8" INTERNAL BRACING TO CLEAR OPENINGS 15 AL.SPILLBOX W PVC CAP & 1 2" NPT DF AIN W/BRASS T—PLUG 4"W.F.FOR POURING LT.WT.FIRE—RATED MAT. (TYP. 6 PLACES) 4" NIPPLE (SUB.PUMP/SPARE) 2"MONITOR PIPE 2"STD.PIPE FOR MONITOR ACCESS TOP VIEW INTERSTITIAL 8"OPENING FOR SEC.CONT.EMER.VENT 8"EMER.VENT 2"INTERSTITIAL VENT THREADED CONNECTION (TYP.) SEE TOP PLAN 2'-10 1 2" 1"ROUND STOCK FOR CRANE STRAPS(2PCS. EACH SIDE OF TANK) C6 X 8.21/ SUPPORTS(WITH HOLE EACH END) FOR ANCHORING •SEE ORDER ENTRY FOR PAINT` & EQUIPMENT. ELEVATION SEAL WELD ALL FITTINGS Sc TANK 1 /4"INNER TANK 3/16"OUTER TANK (FOR 360' CONTAINMENT) ATTN: APPROVED AS SHOWN REVISIONS AS INDICATED SIGN: DATE: 4"SPACE ALL AROUND BETWEEN INNER AND OUTER TANKS TOP BOTTOM AND SIDES) FILLED WITH LT.WT.FIRE— RATED MAT. 7/8"DIA.HOLE EACH END END VIEW PRODUCT CODE: V4A1 05MVS001 u/L ImINC: U/L-2085 SHT: 1 OF 1 DRAWN BY: W. EDWARDS DATE: 7-01-98 CONTAINMENT SOLUTIONS A DENALI COMPANY REVISION: YpTNLS: DATE: THIS DRAWING AND THE DCS/CN SHOWN MREN IS THE PROPERTY Of Inc DENALI COMPANY. USE OR COPIES THEREOF CANNOT BE LIADE WITHOUT WRITIEN CONSENT. DRAWNO 1: SW5 MVT4 SCALE: 1 :64 DESCRIPTION: 5.000 GALLON ABOVE GROUND VAULT TANK U-\;5 TYP AT EACH POST 1 16" I 2'-10" 1 1/4" STD. PIPE HANDRAIL (BOTH SIDES) 2" X 1/4" FLAT BAR 1 1/4" STD. PIPE HANDRAIL (BOTH SIDES) t 21" HANDRAIL 3'-3" 3'-6" 4" 3" C10"©8.41/ 4'-6" 45' 9.. 1 1/2" X 1 1/21/ X 1/4" ANGLE ANCHOR CLIP 2" X 2" X 1/4" ANGLE W/3/4" DIA HOLE • '-••••-. • I. t....l -r -r A.11,1" 4" X 4" X 1/4" BASE PL. W/3/4" DIA HOLE 6' 5" s' " .-- r , AlL. 1 1 / • " X 2" X 1/4" ANGLE HANDRAIL GRATING PLAN LEG BRACING END VIEW 1 3'-0" TYP. STAIR TREAD 1 1/2" X 1 1/2" X 3/16" ANGLES PRODUCT CODE: U/E LISTING: • 1 OF 1 DRAWN BY: J. DRISCOLL DATE: 1-01-98 CONTAINMENT SOLUTIONS A DENALI COMPANY REVISION: A INITNLS: WCE D ATE: 7-01-98 THIS DRAWING ANO THE DESIGN SHOWN HEREIN DRAWING /: 4V5STPL DESCRIPTION: 5 -STEP STAIR W /uANnPAII (800) 669-6223 www.McKinstry.com PROJECT: Srair\EiLL TITLE: -iENSEQ_XLQ BY: 4,24..,sre..-/ DATE: -/(7-02%0 I / SCALE: NA JOB # 6.0 1/4)PR REF DWG: i\JJA SHEET: FitiE lott, Ae— Bc:11,4,(1.4)S- I Ar 3:A ifo (3C. SEtutttl arc:147 I $16Kv4 Gtniegivatz.*--141 3 10 z. 4. ik> 2 10 11 12 13 14 15 11 18 LIGHt BY OTHERS WALL, IBT OTHERS PROPERTY BOUNDARY LINE NOTE: CONTRACTOR 51-IALL ADJUST THE TANK LOCATIONS AS NECESSARY TO ASSURE PLACEMENT OF TANK FILL LOCATIONS IN THE 4' AREAS 45 51-10UJN. 12-4 1/2" 211-1 1/4" 991-4 3/4" VERIFY FILL LOCATION OF 6,00D GAL TANK CONTINUE SCENARIO SOUTH CONCRETE HOLD L.OWN SLAB PE DR AS SHOWN SHEET FS4. OIL WATER SEPARATORS BY OTHERS R451 MANUEVERING RADII FOR •PRODUCT DELIVERY TRUCK /8" t \ INSTALL (1) 6,000 GAL + " 4 (1) 1E3000 GAL SPLIT _,+:___COMEARTMENTINDER 1 i".,- ROUND \STORAGE , \ \ k\,, ‘, ANKS 6 41 MIN. BURY, i • % STRAPS 4 ANCHORS. . \ ± 1121:k6" , (T45 DIMENSION 15 NOT 'FIXED" DUIB TO THE \2\0k1-5ETEAFK REQUIREHENT)-- PROVIDE COLUMN MOUNTED FIRE EXTINGUISHER CONSTRUCT 191)(4' CONCRETE ISLAND, 6" MIN. ASV. w/ 13" HIGH METAL ISLAND FORM, REFER TO Bl. CONSTRUCT -261x201 STEEL C-AlclOPY;161 MIN. CLEAR, REFER TO BI AND CANOPY FA5RIcAToR's DRAWING . CoNSTRUCT 28'x20' CONIC E SL 5, 5" TI-IICK w/ "4 BAR.5 6 12" 6.C. EA. WAY, REFtR TO Bl. /000 INST411 EMERGENCY PUMP SHUT OFF SUATOI-1 t SIGN ON BUILDING WALL \ FUEL ISLAND DISCONNECTS SCALE: 1" =20' -0" FIRE PROTECTION NOTES: \ 1. ALL FIRE HYDRANTS SHALL BE INSTALLED AND IN OPERATION! PRIOR TO COMBUSTIBLE CONSTRUCTION BEGINNING ON SITE, BY OTHERS. 2. ALL FIRE DEPARTMENT ACCESS ROADS 61-IALL BE INSTALLED AND SERVICEABLE FOR FIRE DEPART- MENT USE PRIOR TO COMBUSTIBLE CONSTJCTION BEGINNING ON SITE, BY OTHERS. 13IDDER DESIGN NOTES: THE FOLLOWING 51-IALL BE PROVIDED ON A BIDDER - DESIGN BASIS UNDER SEPARATE PERMITS: ELECTRICAL: POWER 4 COMMUNICATION PANELS, 1204D CALCS AND LIGHTING FOR A COMPLETE INSTALLATtpN FOR THE !BUILDING AND SITE. SIGNAGE: ALL SITE, BUILDING AND SIGNAGE BY oTIIERS UNDER SEPARATE PERMIT. DRAWING INDEX: AI SITE PLAN, NOTES, LOCATION MAP TEST PIT 1 (from GeoEneineers Report) IN PROPOSED TANK LOCATIONS: - APPROXIMATE GROUND SURFACE ELEVATION: 26 FEET - COBBLES WITH SILT,SAND, GRAVEL AND OCCASIONAL WOOD DEBRIS (DENSE, WET) (FILL) - GRAYISH BROWN SILTY FINE SAND (DENSE, MOIST) - BROWN SILT WITI-1 SAND (MEDIUM STIFF, MOIST TO WET) - GRAYISH 5ROLIN SILTY FINE SAND (DENSE, WET) - TEST PIT COMPLETED AT A DEPTH OF 12.0 FEET ON 11/IB/B8. - MAJOR GROUND WATER SEEPAGE OBSERVED AT AN APPROX. DEPTH OF 2.0 FEET. - MINOR CAVING 0136EfRVED AT AN APPROX. DEPTH OF 11.0 FEET. - DISTURBED SOIL SAMPLES OBTAINED AT DEPTHS OF 6.5 4 11.0 FEET. - SAMPLE MOISTURE CONTENTS ARE 55% AND 31%, RESPECTIVELY. ISJAN2000 REVISIONS INITIAL SITE i AN SEGALE BUSINESS !PARK 5E311 SEG4LE PARK 1DIRIVE C TLIKUJ I L A, WASHINGTON SI CANOPY ELEVATIONS, SLAB PLAN 4 CANOPY LIGHTING F51 PETROLEUM PIPING LAYOUT F52 UST SCHEMATIC 4 DETAILS r53 UST TANK SECTION 4 DETAILS F54 UST CONCRETE HOLD SLAB LOCATION MAF Caryl Beethe Convenience Store, Car Wash Design Consultant / Owner & Refueling Facilities Crown Point Corporate Plaza 4030 Lake Washington Blvd, NE, Suite 200, Kirkland, WA 98033 Office Phone: 425-576-0988 Mobile: 206-890-8157 Page: 206-994-9094 Fax: 425-576-1539 CDS REVIEW Preliminary Phase SEPA/Variance Planning Phase Building Permit Permit Revisions General Bid 16NOV99 29NOVS9 CONSTRUCTION Do not use drawing for construction unless initialed JAN2000 5 Date: 161•101/99 Dr. By Caryl For Joe 1-1,911 Construction Appr: CDS# 99-28 Sheet A1 1 1 1 2 3 4 5 10 11 12 13 14 16 11 18 11 12 13 14 15 18 1 SHEET METAL FASCIA, COLOR TO MATCH BUILDING FASCIA 12" SQ. CANOPY COLUMN 13" HIGH METAL ISLAND FORM 6" DIA. CONCRETE FILLED GUARD POST OUTLINE OF DRIVE SLAB 4 CANOPY FOOT ING MIN. CLEARANCE ABOVE DRIVE SLAB is I I—I I—\T1--i—L---- L >E4ST ELEVATION! SCALE: 1/4"=1'-0" 28' I L I-- —I_LJ I I rJ LJ J E 0 0 0 TYPE "D" FIXTURE w/ P.C. (1)100w HIGH PRESSURE SODIUM LIGHT FIXTURE > CANOPY L IGI-TING PLAN SCALE: 1/4"=1'-0" HIGH SPEED DIESEL DISPENSER is I L ELEVATION SCALE: 1/4".11-0" HIGH SPEED METER FOR DYD DIESEL FUEL GUARD POST, SEE DETAIL THIS SHEET. GREEN SAW CUT 21/4" FIRE EXTINGUISHER MOUNTED TO COLUMN 8" THICK CONCRETE SLAB 28' 5d AYE K UL Sc l CARD READER GASOLINE DISPENSER OUTLINE OF CANOPY FOOTING BELOW \ \ 4'-6" 3'-6" N 3' L 3'-6" 16' 19' ISLAND LENGTH o SC _J 4'-6" C4 n DRIVE 51-5 PENN SCALE: 1/4":1'-0" 1/2" FIBER EXPANSION JOINT CONCRETE ISLAND STEEL FORM MULTI-COMPONENT POLYURETHANE SEALANT CONCRETE SLAB a 4 iii EXPANSION JOINT ISLAND NTS *4 BARS 9 12" O.C. EA. WAY 6" 4, STEEL PIPE FILLED WITH CONCRETE CONCRETE REINFORCING PER PLAN. FINISHED GRADE CONCRETE FOOTING (SEE PLAN FOR TOTAL NUMBER OF GUARD POSTS) EXCEfRFT FROM SOILS ENGINEER REPORT (As prepared by GeoEngineers, dated December 22,199S, pages 4 4 6.) STRUCTURAL FILL ALL FILL BENEATH STRUCTURES OR PAVEMENTS, AND WITHIN UTILITY TRENCHES OR OTHER EXCAVATIONS BENEATH STRUCTURES OR PAVEMENTS SHOULD BE PLACED AS STRUCTURAL FILL. STRUCTURAL FILL MATERIAL SHOULD BE FREE OF DEBRIS, ORGANIC CONTAMINANTS, AND ROCK FRAGMENTS LARGER THAN ABOUT 6 INCHES. THE WORKABILITY OF MATERIAL FOR USE AS STRUCTURAL FILL WILL DEPEND ON THE GRADATION AND MOISTURE CONTENT OF THE SOIL. AS THE AMOUNT OF FINES (MATERIAL PASSING THE U.S. NO. 200 SIEVE) INCREASES, SOIL BECOMES INCREASINGLY MORE SENSITIVE TO SMALL CHANGES IN MOISTURE CONTENT ADEQUATE COMPACTION BECOMES MORE DIFFICULT OR IMPOSSIBLE TO ACHIEVE. IF FILL MATERIAL IS IMPORTED TO THE SITE FOR WET WEATHER CONSTRUCTION, WE RECOMMEND THAT IT SE A SAND AND GRAVEL MIXTURE SUCH AS HIGH QUALITY PIT RUN, WITH LESS THAN 5 PERCENT FINES. STRUCTURAL FILL SHOULD BE UNIFORMLY COMPACTED IN HORIZONTAL LIFTS TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (MDD) DETERMINED IN ACCOR- DANCE WITH ASTM D-1551 (MODIFIED PROCTOR). PAVEMENT SUBGRADE SOILS AND UTILITY TRENCH BACKFILL SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF THE MDD UP TO WITHIN THE UPPER 2 FEET, THE UPPER 2 FEET SHOULD BE COMPACTED TO AT LEAST 95 PERCENT. THE LIFT THICKNESS USED DURING PLACEMENT AND COMPACTION WILL DEPEND ON THE MOISTURE AND GRADATION CHARACTERISTICS OF THE SOIL AND THE TYPE OF EQUIPMENT BEING USED. IF NECESSARY, NE MATERIAL SHOULD BE MOISTURE CONDITIONED TO NEAR -OPTIMUM MOISTURE CONTENT PRIOR TO COMPACTION. IN OUR OPINION, DURING DRY WEATHER CONSTRUCTION, ANY NONROMANTIC ON-SITE SOIL MAY BE CONSIDERED FOR USE A5 STRUCTURAL FILL, PROVIDED IT MEETS THE CRITERIA DESCRIBED ABOVE IN THE STRUCTURAL FILL SECTION AND CAN BE COMPACTED AS RECOMMENDED. IF THE MATERIAL IS OVER OPTIMUM MOISTURE CONTENT WHEN EXCAVATED, IT WILL BE NECESSARY TO AERATE OR DRY THE SOIL PRIOR TO PLACEMENT AS STRUCTURAL FILL. SLAB -ON -GRADE SUPPORT IN OUR (GeoEngineers) OPINION, PROVIDED THE SITE IS PREPARED AS RECOMMENDED, ESTIMATED SLAB -ON -GRADE FLOOR AREAL LOADS OF UP TO 400 PSF COULD BE SUPPORTED ON A MINIMUM OF 2 FEET OF COMPACTED STRUCTURAL FILL AS PREVIOUSLY RECOMMENDED. WE RECOMMEND THAT SLABS -ON -GRADE BE DIRECTLY UNDERLAIN BY 4 TO 6 -INCH THICKNESS OF GRANULAR BASE COURSE MATERIAL CONSISTING OF CRUSHED ROCK OR WELL GRADED SAND AND GRAVEL WHICH CONTAINS LESS THAN 3 PERCENT FINES BASED ON THE MINUS 34 -INCH FRACTION. WE ESTIMATE THAT SETTLEMENT OF A CONCRETE SLAB SUPPORTED A5 RECOMMENDED ABOVE WILL BE LESS THAN 1k -- INCH OVER 50 FEET. /\ /\W/N 1'-6" C iAiRD POST DETAIL NOT TO SCALE J F E 1 18JAN00 REVISED PER CLIENT'S REVIEW MARK DATE REVISIONS CJB INITIAL CANOPY FLEVATIONS, DIVE SL4E3 LIGI-T1NC1 SEGALE BUSINESS PARK 5811 SECsALE PARK DRIVE C 7UKLUILA, WASHINGTON Caryl's Design Services Caryl Beethe Design Consultant / Owner Convenience Store, Car Wash & Refueling Facilities Crown Point Corporate Plaza 4030 Lake Washington Blvd, NE, Suite 200, Kirkland, WA 98033 Office Phone: 425-576-0988 Mobile: 206-890-8157 Page: 206-994-9094 Fax: 425-576-1539 CDS REVIEW INITIAL DATE DATE Preliminary Phase CJB 16NOV99 29NOV99 SEPANariance Planning Phase Building Permit CJB JAN2000 Permit Revisions General Bid Date: 15NOv99 Dr. By: Caryl for Joe Wall Construction Appr. CDS# 99-28 CONSTRUCTION Do not use drawing for construction unless initialed Sheet 1 2 3 .................................................................................................................... ............................................................................................................................................................ 4 5 6 7 8 10 11 12 13 14 15 16 11 18 C B A - 2 3 4 5 6 a 10 11 12 13 14 15 16 11 18 ANNULAR \SPACE MONITOR w/ 15" 4, MANHOLE TANK LIFT LbG, TYPICAL 5 HP SUBMER4LE PUMP FILL. LOCATION w/ SPILL CONTAINMENT MANHOLE FILL LOC ()Al w/ SPILL CONTAI ENT MANHOLE— STAGE YvAFOR RECOVERY „„ 4 VENT L'/A ION w/ SPILL / CONTAINMENT MANHOLE Z.— 31" 4, MA OLE NOTE CON RACTOR SM THE () 5HP MI) DIESEL 2" FIBERGLASS VENT LINE 4 :CB 4 2" FIBERGLASS PRODUCT LINE w/ SECONDARY CONTAINMENT /3 OBSERVATION TEST U154-- w/ IS" 4, MANHOLE STORM DRAIN, BY OTHERS IRRIGATION LINE, BY OTHERS (2) 2" FIBERGLASS VENT, LINES 3" FIBERGLASS PRODUCLINE w/ SECONDARY CONTAINMENT 2" STAGE II VAPOR RECOVERY LINE (2) 2" GALV. VENT RISERS, COLUMN MOUNTED, EXTEND \ 15" MIN. ABOVE TOP OF \ \ CANOPY PER 1991 UFC. Si) \ 2" FIBERGLASS PRODUCT LINE w/ SECONDARY CONTAINMENT z 10- , ..-- 2" GALV. VENT RISER„COLUMN .- MOUNTED, EXTEND/1.5" MIN. ABOVE TOP OF/CANO. ,- PY : --- ,... -.. — .., „----,-----.- -- _ -- bt). ,... 7. /7.- 7 Y 7. --- - X _,,--4-- .7 ..," --- --...>" z _ -- rz .. 1 // "K 1 ../-7 \ / 'RR \ / ( ANNULAR-tiACEIIONITOR wide 4, MANHOLE -iRR-- — — — — SANITARY SEWER, BY OTHERS E3 LJ v.? A se A . N, WATER LINE, BY OTHERS N N POWER, BY OTHERS GASBOY DISPENSER 9153CX w/ 11/2" EMERGENCY SHUT 01* VALVE, +I EASY ACCESS SUMP PETROVENO K200-4 GASBOY DISPENSER 9152AXCXF,VIESEL w/ II/2" EMEINCY SHUT OFF vAr_vg, 4 EASY ACC SS SUMP TCS 100 MEIER w/ HOSE STAND, 3" 60ERIsIAL EMERGENCY VALVE 4 EASY ACCESS 6LIMP • ••••^ ....... STORM DRAIN, BY OTHERS Ui A 4,\ I \ A - 2 3 4 5 1 0 5 10 SCALE: 1"=10'-0" 20 30 40 I8JAN00 REVISION'S PER CLIENT'S REVIEW. MARI< DATE REVISIONS CJE3 INITIAL F TOLLLJ "%woo V NT PIPING LAYOUT SALE BUSINESS FDARK ,E311 SEC FAR< DRIVE C TUKWILA, WASI-IINGTON Caryl's Design Services Caryl Beethe Convenience Store, Car Wash Design Consultant / Owner & Refueling Facilities Crown Point Corporate Plaza 4030 Lake Washington Blvd, NE, Suite 200, Kirkland, WA 98033 Office Phone: 425-576-0988 Mobile: 206-890-8157 Page: 206-994-9094 Fax: 425-576-1539 CDS REVIEW INITIAL DATE DATE Preliminary Phase CJB 16NOVS9 2SNOVB9 SEPA/Variance Planning Phase Building Permit CJ15 JAN2000 Permit Revisions General Bid Date: 16NOVBS Dr. By: Caryl for Joe Hall Construction Appr: CDS# es -25 CONSTRUCTION Do not use drawing for construction unless initialed Sheet 51 a 10 11 12 13 14 15 16 11 Is M L J H 10 11 12 13 14 15 16 11 18 ASPHALT PAYING BASE MATERIAL 8" CONC. SLAB z �000000000=oa -..popo0opopopo0o ••�.�••o•••oOoI PRODUCT, VAPOR OR VENT PIPING z e•11111111111111111111111111. TSE 4 MIN! 6 1/2" MIN. NOTE: SECsALE BUSINESS PARK PROJECT SHALL BE ASPHALT PAVED. -'z Zo L PEA GAVEL NOTE: CONDUIT, AIR AND WATER LINES TO CROSS PERPENDICULAR TO PIPE. PIPE T ENC1-I 2" GALV. VENT RISERS FROM U.G. TANKS. (REFER TO SITE PLAN FOR QUANTITY) SHEET METAL BLDG. WALL OR MASONRY WALL. UNI STRUT VENT RISERS, SEE SITE PLAN FOR ACTUAL LOCATION. INSTALL MAXIMUM SLOPE FROM TANK UP TO VENT RISER (MIN. SLOPE 1/4"/FT.). FLAN VIEUJ ///>'/// PIPE CLAMP VENT CAP, EBW 2" 802 NOTE: VENT RISER MUST BE 5'-0" MIN. DISTANCE FROM ANY PROPERTY LINE, PER UFC CODE, 1991 ED. UNISTRUT, ATTACH TO EXIST. MASONRY WALLS W/ LAG SCREWS (IF APPLICABLE) PIPE CLAMP ><XXi>4i \\/ \;44 2" 4, FIBERGLASS VENT LINE •CONCRETE FOOTING 2" GALV. COUPLING 2" 4' GALV. RISER FINISH GRADE (2) 2" GALV. 90' ELLS 4 NIPPLE SWING JOINT 2" N.P.T. FIBERGLASS ADAPTOR VENT RISER SUPPORT 2" 4, VENT LINE, SLOPE 1/4" PER FOOT MINIMUM DOWN TO TANKS. DOUBLE WALL FIBERGLASS PIPE 15 USED FOR SECONDARY CONTAINMENT ON PRODUCT PIPING METAL ISLAND FORM DISPENSER SUMP TANK LEVEL MONITOR EBW 18" MANHOLE w/ SKIRT SPILL CONTAINMENT FILL MANHOLE, EBW 5 COAL INTERSTITIAL SPACE MANHOLE, EBW 18" w/ 12" SKIRT DOUBLE WALL PRODUCT LINES. SLOPE 1/4" PER FOOT (MIN.) FROM DISPENSERS TO TANK 2" 4, VENT LINE, TYP. GROUND LEVEL STAGE I VAPOR RECOVERY EBW 18" MANHOLE w/ 12" SKIRT UNLEADED FUEL ONLY POMECO 31" DIA. MANHOLE UNDERGROUND TANK AND PIPING ISOMIET IC NO SCALE NOTES: 1. PIPING PLAN SHOWS TYPICAL PIPING FOR MULTI -PRODUCT DISPENSERS. SEE PLANS FOR SPECIFIC TYPE OF DISPENSERS TO BE USED AT THIS LOCATION. 2. ALL PRODUCT LINES ARE TO BE SECONDARILY CONTAINED. 3. ALL TANK SUMPS TO CONTAIN A LIQUID PROBE. 4. CAULK BOTTOM OF DISPENSERS TO INSURE WATER TIGHTNESS. 5. PERPENDICULAR PENETRATIONS OF CONTAINMENT SUMPS PREFERRED, 20° IS MAXIMUM ALLOWABLE PENETRATION ANGLE. 42" DIA. TANK COLLAR 4 RISER SEE SITE PLAN FOR EXACT LOCATION OF STORAGE TANKS. NOTE: THIS ISOMETRIC IS PROVIDED FOR THE SOLE CONVENIENCE OF THE CONTRACTOR AND R V I C UJ INCA 4CGENCY. FOR SPECIFIC SITE LAYOUT AND PRODUCT PIPING FUNS, REFER TO SHEET Al AND PS 1. NOTE: FIBERGLASS SUMP SHOWN IN SECTION FOR CLARITY. NOTE: WHERE ELECTRICAL CONDUIT PROJECTS THROUGH BOX. SEAL TOP WITH PETROLEUM COMPATIBLE SEALANT, TO PREVENT ANY PRODUCT FROM ENTERING CONDUIT RUN. PARTITIAL MATERIALS LIST: - I10165-3230 TITEFLEX 2"x30" Mxm w/ SWIVEL - DF2416 EAST ACCESS SUMP, FIBER GLASS, UNCUFFED - 5A0004 TC SHEAR VALVE BRACKET ASSEMBLY - 662-410-02 EBW 111/2" EMERGENCY SHUT OFF VALVE - 60V-1000 OPW 1" VAPOR SHEAR VALVE - 2" 4 3" BULKHEAD FITTINGS DISPENSER SUMP PLACED IN CONC. ISLAND. 1 1/2" VAPOR RECOVERY LINE. (UNLEADED PRODUCT ONLY). 1 1/2" GALV. RISER TO DISPENSER 1 1/2" EMERGENCY 51-IUT-OFF VALVE. SI-IUT-OFP FLOAT 4 LINKAGE (TYP.). 3" SECONDARY CONTAINMENT FLEX CONNECTORS COMPRESSION CLAMP (TYP.). D ISPENSER SUMP AND PIPING MARK DATE REVISIONS INITIAL PIPING SCI i M4TIC 4 DET4ILS SEGALE 'SUS INE SS F4RK 5811 SEG ALE F RK DRIVE C TUKWILA, WASHINGTON Caryl's Design Services Caryl Beethe Design consultant / Owner Convenience Store, Car Wash & Refueling Facdlties Crown Point Corporate Plaza 4030 Lake Washington Blvd, NE., Suite 200, Kirkland, WA 98033 Office Phone: 425-576-0988 Mobile: 206-890-8157 Page: 206-994-9094 Fax: 425-576-1539 CDS REVIEW INITIAL DATE DATE Preliminary Phase CJB 16NOV99 SEPA/Variance Planning Phase Building Permit CJB J AN2000 Permit Revisions General Bid Date: 16N0V99 Dr. By: Caryl for Hall Construction Appr. CDS# 99-28 CONSTRUCTION Do not use drawing for construction unless initialed Sheet S2 1 2 3 4 5 6 8 10 1 11 12 13 14 15 16 11 18 10 11 12 13 14 15 16 11 18 18" DIA. MANHOLE w/ 12" SKIRT LABELED "MONITOR" OR "MONITORING WELL". SLIP ON P.V.C. CAP DRILL HOLE FOR BUSHING SUPPLIED WITH PROBE. JUNCTION BOX UNF UNION. EY5 SEAL OFF 3/4" RIGID GALV. CONDUIT. RIGID NON-METALLIC CONDUIT SCHEDULE 40. It; -� X 41161141. 1,t_Sterae. 44.14 4" GALVANIZED RISER ANNULAR SPACE MON I TOR SCALE: 1"=11-0" 18" 4, MANHOLE UJ/ 12" SKIRT AND SECURED LID. LOCKABLE CAP 4" MAX PEA GRAVEL 4" MAX. MONITOR TAG AND HOLDER 2" BENTONITE SEAL TANK BOTTOM >C °o0° O0 •1 ,• Iva c �O ( °°0°C coO°Oc °0o O SCH. 40 PVC CAP 4" OR 6" SCH. 40 FACTORY SLOTTED P.V.G. WELL SCREENS (MAXIMUM 0.05" - 0.02" HORIZONTAL SLOTS) 1ON 1 70F WE L SCALE: 1 "=1'-m" OPW 4" FILLPIPE ADAPTOR 4 4" TOP SEAL CAP SPILL CONTAINMENT MANHOLE 4" ALUMINUM FILL TUBE 4" SCH. 40 PIPE RISER TANK FITTING PRODUCT TAG 4 HOLDER FILL DETAIL SCALE: I"=1'-0" VAPOR RECOVERY ADAPTOR AND CAP SPILL CON AINMENT MANHOLE 4" SCH. 40 PIPE RISER EXTRACTOR FITTING= VAPOR RETURN LINE, FLEXIBLE CONNECTOR (SEE PLAN). PLUG OUTLET IF NO VAPOR RETURN LINE. TANK FITTING 4" SCH. 40 NIPPLE 4"-300* COUPLING VENT LINE, FLEXIBLE CONNECTION. STEEL PLATE 45' FILL TUBE "111=111 -111- MONITOR WELL 1 90% FLOAT VENT/ VAPOR VALVE vAF'OR/VENT D TAI L SCALE: 1"=1'-0" „9 TLM PROSE VENT LINE r— .—. --r T T r 4" CAP ON RISER 18" 4, MANHOLE w/ 12" SKIRT 3/4" CONDUIT 3" MN. 4" MAX. 4" SCH. 40 NIPPLE 4"-300* COUPLING 4" SCH. 40 RISER TLM RISER DETAIL - SCALE: 1"=l'-0" 2" NIPPLE 2" PLUG 2" OR 3❑ "T" FULL PORT BALL VALVE, 2" (UNLEADED), 3" (DIESEL). PIPE CAP WITH HOLE FOR CONTROL WIRES 31" or 42" MANHOLE 2" UNION 2" CLOSE NIPPLE CONTAINMENT SUMP 1/2" CONDUIT TO ANNULA SPACE MONITOR 1" PVC PIPE OPEN AT BOTTOM. ATTACH TO SUMP AS NEEDED FOR SUPPORT 48" F.G. MANWAY RISER 2"4' x FLEX. CONN. (UNLEADED) 3"4 x FLEX CONN. (DIESEL) MALE x MALE SUMP SENSOR SPARE 4" BUNG FITTING W/ 22" MANWAY SEAL OFF 3/4" CONDUIT TO ELEC. PANEL (PUMP POWER) 2" or 3" SCH. 40 FRP BELL x THREADED MALE COUPLING 2" or 3" FRP WITH 3" or 4" FRP SECONDARY CONTAINMENT PIPE. (SIZE PER PLAN) PENETRATION GROMMET. CONTR. SHALL DRILL PENETRATION HOLES NOTE: USE UNISEAL PENETRATION GROMMETS ON PENETRATION HOLES FLMF DETAIL_ SCALE: 1"=1'-0" PEA GRAVEL BACKFILL r EXTRACTOR FITTING OVERFILL VALVE 4" ALUMINUM FILL TUBE SLOPE TANK 1" IN 10' DOWN TOWARDS FILL END FOR DETAIL OF TANK SLAB F54. 48" FRP RISER 42" TANK COLLAR /2'-0"/ MIN. DEADMAN ANCHOR, SEE NOTE 6. STEEL PLATES UNDER EACH OPENING BY TANK MANUFACTURER VARIES PER TANK SIZE VERIFY WITH TANK MANUFACTURER •SET TANK DEPTH TO ALLOW PRODUCT, VAPOR AND VENT LINES TO SLOPE 1/4" PER FOOT MIN. DOWN TO TANK. MIN. / FIBERGLASS TANK AND EXCAVATION SECTION SCALE: I/4"= I' -0" GENERAL NOTES: CONTRACTOR SHALL VERIFY THAT THE TURBINE ASSEMBLY WILL BE BETWEEN 4" TO 6." ABOVE THE TANK BOTTOM. DO NOT INSTALL TURBINE PUMP ASSEMBLY IF IT IS LESS THAN 4" FROM BOTTOM OF TANK. —► PUMP TUBE 4"-6" 1. ALL GASOLINE TANK RISERS AND FITTINGS TO BE SCHEDULE 40 GALVANIZED STEEL PIPING. ALL DIESEL RISERS AND FITTINGS TO BE SCHEDULE 40 BLACK IRON. 2. PRODUCT AND VENT LINES TO BE 2" or 3" FIBERGLASS PIPE, REFER TO FS1. VAPOR LINE SIZE TO BE 2", AND 15 REQUIRED AT GASOL INE TANK ONLY. 3. ALL STEEL PIPING AND FLEX CONNECTORS TO BE PRIMED AND WRAPPED. STEEL PLATE 4. SEE SITE PLAN FOR EXACT LOCATION OF PRODUCT TANKS. 5. SEE SITE PLAN FOR VENT RISER LOCATION. 6. PROVIDE DEADMAN ANCHORS AND STRAPS TANK MANUFACTURER'S RECOMMENDATIONS. F MARK DATE REVISIONS INITIAL D TANK DEI4H 5 SECALE BUSINESS FARK 5811 SEGALE F4RK DRIVE C TUKWILA, WASHINGTON Caryl's Design Services Caryl Beethe Design Consultant / Owner Convenience Store, Car Wash & Refueling Facilities Crown Point Corporate Plaza 4030 Lake Washington Blvd, NE,, Suite 200, Kirkland, WA 98033 Office Phone: 425-576-0988 Mobile: 206-890-8157 Page: 206-994-9094 Fax: 425-576-1539 CDS REVIEW INITIAL DATE DATE Preliminary Phase CAB 16NOV99 SEPANariance Planning Phase Building Permit CJB JAN2000 Permit Revisions General Bid Date: 16NOVSS Dr. BY: Caryl for HaIl Construction Appr. CDS# 99-28 1 2 3 4 5 6 8 10 11 12 13 14 15 CONSTRUCTION Do not use drawing for construction unless initialed 16 Sheet 11 FS3 18 C B A 2 3 5 51-0" ADDITIONAL REINFORCEMENT 2'-0" N.T.S' TYR) °OUeu0C 'o )o Qo 0 oC0 or ooOoO —D0 c g YARD SURFACE REINF. PER PLAN 000000000000 0 0 0000000Q00 3" SL.4IS EDGE DETAIL - (ASPHALT YARD ONLY) SCALE: I"=1'-0" REINF. PER PLAN D . G : lt.; tl D 4' 000tououououou 00000000000000 °00000OOonflr " 2 -*6 BARS, EA. SIDE OF MANHOLE. 51-IP PUMP 42 MANHOLE DIA. MANHOLE MANHOLE 1 -wi 0 z z a ft MANHOLE A Q- z 42" TANK DIA. MANHOLE 0 1- 2 4 E w z o- "(t ti) MANHOLE (11 MANHOLE 02 0 i SLAB SECTION NTS SPILL CONTAINMENT -MANHOLE SLAaLAE3 FRE INFOIRC INC DETAIL_ SCALE: 1"=I'-0" SEALANT: BURKE *314 OR EQUAL NOTE: USE OF THIS CONTROL JOINT OR EQUAL. \ \ \ COAT I MANHOLE 1- 1- 1 - 11 12 MANHOLE cf MANHOLE 13 1 MANHOLE w n0 0_17 lit SPILL CONTAINMENT MAN?OLE 31" DIA. 14 fl MANHOLE Inc 0 Z dt 1 DA. bu VOuIJOO VOc 39)0°, O2C— Do oO o° 0— oQoC 1) 15 16 C- ENE 4L_ NOTES: 11 18 1. WRAP AROUND MARKER TO BE INSTALLED IN EACH CONTAINMENT SUMP. 2. ALL COVERS, GASKETS, AND SEALS TO BE IN PLACE AND WATER TIGHT. 3. CONCRETE SLAB SHALL HAVE A BROOM FINISH. 4. CONCRETE SLAB TO BE SEALED. E STE - = • - A BE SUPPORTED BY 6" CHAIRS (DOBE). \ SAW CUT 21/4" DEEP REINFORCING CONTINUES ACROSS JOINT SAW CUT JOINTD D T 41L_ SCALE: NONE 3" CUR. 2' - II 16'-8" 1i'-0" 14'-4" 2" j'-10" I' -l0" Y / 4'-6" / 18'-0" 2'-0" 66 ± 1 2 3 4 5 6 1 8 SL AE5 AND FRE INFORC INCA FLAN 10 11 12 13 14 15 2 -*6 BARS, 9'-0" LG. EA. SIDE OF MANHOLE 2 *6 BARS, 9'-0" LG. EA. SIDE OF MANHOLE *415ARm12"O.C. EACH WAY. MONITOR WELL (TYP. OF 2), SEE (REFER TO F51 FOR LOCATIONS) I&JAN00 REVISE PER CLIENT'S REVIEW. MARK DATE REVISIONS CJB INITIAL TANK SI 45 PI AN, SECTION 4 DE I ,4ILS SEGALE BUSINESS F4RK 811 SEG,4LE PARK DRIVE C TUKWILA, WASHINGTON Caryl's Design Services Caryl Beethe Design Consultant / Owner Convenience Store, Car Wash & Refueling Facilities Crown Point Corporate Plaza 4030 Lake Washington Blvd, NE,, Suite 200, Kirkland, WA 98033 Office Phone: 425-576-0988 Mobile: 206-890-8157 Page: 206-994-9094 Fax: 425-576-1539 CDS REVIEW INITIAL DATE DATE Preliminary Phase CJB 16NOV99 29NOV99 SEPANarianc e Planning Phase Building Permit CJB JAN2000 Permit Revisions General Bid Date: 16NOv99 Dr. By: Caryl for Hall Construction Appr. CDS# 99-28 CONSTRUCTION Do not use drawing for construction unless initialed 16 11 Sheet 18 Si • ' T T I T— — — -- — -I- —I — — - / 1111 11 -i I I -- y _ I ; MO "rt— Bill NM MI i.. IIIII \ = MI i I ■ 3" CUR. 2' - II 16'-8" 1i'-0" 14'-4" 2" j'-10" I' -l0" Y / 4'-6" / 18'-0" 2'-0" 66 ± 1 2 3 4 5 6 1 8 SL AE5 AND FRE INFORC INCA FLAN 10 11 12 13 14 15 2 -*6 BARS, 9'-0" LG. EA. SIDE OF MANHOLE 2 *6 BARS, 9'-0" LG. EA. SIDE OF MANHOLE *415ARm12"O.C. EACH WAY. MONITOR WELL (TYP. OF 2), SEE (REFER TO F51 FOR LOCATIONS) I&JAN00 REVISE PER CLIENT'S REVIEW. MARK DATE REVISIONS CJB INITIAL TANK SI 45 PI AN, SECTION 4 DE I ,4ILS SEGALE BUSINESS F4RK 811 SEG,4LE PARK DRIVE C TUKWILA, WASHINGTON Caryl's Design Services Caryl Beethe Design Consultant / Owner Convenience Store, Car Wash & Refueling Facilities Crown Point Corporate Plaza 4030 Lake Washington Blvd, NE,, Suite 200, Kirkland, WA 98033 Office Phone: 425-576-0988 Mobile: 206-890-8157 Page: 206-994-9094 Fax: 425-576-1539 CDS REVIEW INITIAL DATE DATE Preliminary Phase CJB 16NOV99 29NOV99 SEPANarianc e Planning Phase Building Permit CJB JAN2000 Permit Revisions General Bid Date: 16NOv99 Dr. By: Caryl for Hall Construction Appr. CDS# 99-28 CONSTRUCTION Do not use drawing for construction unless initialed 16 11 Sheet 18 Si