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Permit 5912 - BP Oil Company - Siding, Canopy and Underground Tanks
APPROVED FOR BUILDING ISSUANCE BY: 4 , ? -, .0 OFFICIAL DATE: a - _ 0 to be true and correct. All provisions herein or riot. The granting of of any other state or local laws for and obtain this building permit. I hereby certify that I have read and • x =mined this permit and know the same of law and ordinances governing this work will be complied with, whether specified this permit does not presume to give authority to violate or cancel the provisions regulating construction or the performance or work. I am authorized to sign ZIP 44114 -2375 DATE: 0 7- /U SIGNATURE e2.17 PRINT NAME: i pyt- COMPANY: re O ;( Dil i • ,/ PROPERTY OWNER B. P , tr PHONE ADDRESS 200 Public Square, Cleveland, OH ZIP 44114 -2375 CONTRACTOR & C Equipment Co. PHONE 43-1015 ADDRESS 19009 16th Avenue South, Seattle, WA ZIP 98188 WA. ST. CONTRACTOR'S LICENSE # BCEOU* *24363 EXP DATE 9-01 -90 ARCHITECT B.P. Oil Company PHONE 8 4 -7515 ADDRESS 200 Public Square, Cleveland, OH ZIP 44114 -2375 TYPE OF CONSTRUCTION: UBC EDITION (year ) SETBACKS: N - S - E - - N FIRE PROTECTION: OSprinklers ❑ Detectors ❑ N/A UTILITY PERMITS REOUIRED'� Yes ® N o AO-ugh �wt 885.00 575.00 ZONING: M -1 BAR /LAND USE CONDITIONSOYes ®No a -1 -lo 12 -12 -89 PLAN CHECK FEE CONDITIONS (other than those noted on or attached to permit/plans): 4.50 °✓(D I O Q -) - `(O ENERGY SURCHARGE • - . . '. l • - N •A BUILDING PERMIT FEE 885.00 575.00 5(01 4161 a -1 -lo 12 -12 -89 PLAN CHECK FEE BUILDING SURCHARGE 4.50 °✓(D I O Q -) - `(O ENERGY SURCHARGE OTHER: TOTAL - 1,464,50 , CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. is DATE ISSUED: o- PROJA C r Irlr c)rlMA T iOtJ DESCRIBE WORK TO BE DONE: USE CERTIFICATE OF OCCUPANCY NO. 13310 Interurban Av BUILDU* PERMIT (POST WITH INSP , ;ION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN FEES Apply new siding, install new canopy and underground tanks. 170,000.00 PROJECT NAME/TENANT B B. P . 1 ASSESSOR ACCOUNT # 000300-0113-0 TYPE OF Li New Building LJ Addition Tenant Improvement (commercial) L.7 Demolition (building) Li Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ® Other: Canopy & Tanks COt)t COr.t)'t IAN('t SQUARE FEET FLOOR 4 TOTAL, SQUARE FEET OCC. LOAD SQUARE FEET CCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD This permit shall become null and void if the work is not commenced within 180 days from the' date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. DATE ISSUED: 'J 4,1111 PERMIT NO. CONTACTED "m i k-Q- CLQE\- Q &x ) DATE READY DATE NOTIFIED Q _ 6 -90 O (i _ , 43 1 PERMIT EXPIRES 2nd NOTIFICATION BY: (snit.) AMOUNT OWING c � �� ,U C� 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER 111 • BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) 1 oil Corn pan ��ENO. par I ?)a 0 .- PwS SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. Q4 BUILDING - initial review J FIRE t - I2 -90 _ PLANNING 42r flot ......:.... t -12 -90 (ROUTED) INIT: PUBLIC WORKS O OTHER Lbe.S Vlv t IZP.U) .aU rn BUILDING - final review a NIT: j - S5/MINIMUM SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? 11 Yes r 1 No CONSULTANT: Date Sent - Date Approved - MAHAR I- 12-90 nAE PROTECTION: r ) Sprinklers (1 Detectors ( N/A FIRE DEPT. LETTER DATED: ,_ ,G — y o INSPECTOR: r, /Z. ZONING: lBARMND USE CONDITIONS? r ]Yes Li No REFERENCE FILE NOS.: w- PUBLIC WORKS LETTER DATED: bleed +0 REVIEW COMPLETED 1 Mike Standley Construction Engineer OP OIL BP 011 Company 33305 First Way South Building 8, Suite 100 Federal Way, Washington 980038259 Phone: (208) 874.7515 Fax: (208) 8741281 1 (800) 3433119 Extension 8977 PROPERTY OWNER B.P. OIL COMPANY PHONE (206) -874 -7515 ADDRESS 200 PUBLIC SQUARE, CLEVELAND. OH I ZIP 44114-2175 CONTRACTOR UN -KNOWN PHONE ADDRESS Z P WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT B.P. OIL COMPANY PHONE (206) -874 -7515 Z P ADDRESS SAME CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 APPLICATION TULJ T BE Ell I ED OUT COIIIPLE TEL Y DATE APPLICATION ACCEPTED BUILDIK3 PERMIT APPLICATION BUILDING PERMIT: PLAN: CHECK:: FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER. FEES (for staff use only) 1 iili ]i %ii SECRISSILIZAII NUMMI11`'Mfi EVEMIll 111111 i&M IMPARIMMILULIVAMil FEE:: SITE ADDRESS 13310 INTERURBAN AVENUE SOUTH SUITE # PROJECT NAME/TENANT B.P. OIL COMPANY VALUE OF CONSTRUCTION - $ 170,000.00 ASSESSOR ACCOUNT # -6 ee 007 ?20 0113 - ( ) TYPE OF Li New Building Li Addition WORK: ❑ Rack Storage ❑ Reroof DESCRIBE WORK TO BE DONE: Li Tenant Improvement (commercial) ❑ Demolition (building) ❑ Remodel (residential) ® Other zANap_y_Alusucs APPLY NEW SIDING. INSTALL NEW CANOPY AND UNDERGROUND TANKS. BUILDING USE (office, warehouse, etc.) SERVICE STATION NATURE OF BUSINESS: SERVICE STATION WILL THERE BE A CHANGE IN USE? (U No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 1,570 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? © No ❑ Yes IF YES, EXPLAIN: BUILDING OWNER OR AUTHORIZED AGENT PRINT NAM M. A. STANDLEY ADDRESS 33305 FIRST WAY SO TH,SUITE 100, BLG B CONTACT PERSON M. A. STANDLEY 6) DATE PHONE (206) -875 -7520 CITY /ZIP FEDERAL WY 980 0 3 PHONE (206)- 875 -7520 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of ;:1rir” Tu a ;.'piicaiion subrriifiai. Contact the Permit Coord!nator at /t33 - 1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of • application shall expire by limitations. The building official may extend the time for action by the applicant for a • period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES SBMITTAL CHECkIIIST COMMERCIAL NEW,fX'IWERCIAL BUILUMIGglAW11'KINR.. < ANTENN**T.ELUTE :a18M Ae iiettiOr. %locaint' Nti wo M :of cor ftiotla cxripfatsd buikinp per ssor Account N um antlw daso ilo o>< iawisl being lnstallod .0 Q0#orr l • F ltiy ud .:...::., : ...... mW .:.:.:... Rhin (ehowinp b�i�dbtp: iirw �inlwnrwltidNliEe` elpva5iif tp ton ; Stat iCcans ... ..:.....................: ji rite t dgfy ritil� n of l ntenrnJGateIH e fonof<�staclunert lashing State;Na n FUCK' STORAGI ntiaNv101.0ns:(01 rM frwrNnp p Wai.OnarOri AttW Iod uelfgi permit 81((6).lets of ita plans showir slN pla and'utiNry slit pf !carton. and 00.adsrilor s. soils lnkrmaYon COMMERCIAL TENANT IMPROVEM fn pl:* .... u((tlinQ pe " RE81E�ErITiAL >� Soots ±:may be quC :: 'Type of Inspection A1104, --u Date Wanted 5-- 24 a.m. 'Site Address / 31 .7;04114.-44 .� SQ Project 49,/a ©,'/ e 6 Requestor i'�� .j f4.,, 1 60v/will # �� , 3 ... /a /e f /J 1 D. , 'Special Instructions nspection Results /Comments: Inspector .61y VI Jii , ►1..+4 VA CITY OF TUKWILA Build DepartMnt 6300 center Boulevard Tukw11 , WI 98188 (206) 431 -3670 g or I.r'o .u.kirw70rr:r,vot /ntH.500 ffiv t 'Trw0A INSPECT; N RECORD PERMIT # Date 55 G t .+.- 244A, Date 5c) /e ..ovF.:ti ?:LtmCif,tgOio-'_i: �hDip:'!ipi;Yti:l i lP 4�'. IleAvit OWba01?17x00Ynitligt tliWt 9crece rba o,atwfnfa rntwo.ar44.4. oMpiSi.x aft arwer irscovae irivoo...w .n ...seers ni.n. tes.M.unr..14rs: 4114604 ':stYM4yrY✓lrYtMIW+Y.Nlf.4:.6 41f ttWet kvI CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 ^, _ Date Wanted 4' --- a0. p.m. Site Address /33 /K., ,;^,,4 e;,,,, Sp Project Requestor Alud-/ / , Phone # /3)?r —lam Special Instructions Type of Inspection Inspection Results /Comments: Inspector. INSPECTION RECORD PERMIT # / c Date - 3--73!)— -) Date --2-01"q/C) f4;1*.fN,MafrA nalluirmhnKtare utrvoawsay.. wg maiwaa l . :st ,M014 nwnn CITY OF TUKWILA Building Division 6200 Tukwila,� ul 98188 (206) 433 -1849 Inspector Type of Inspection /- /7q Inspection Results /Comments: 1 e «.n�.,» rise+ �a�rm�ew :wwr.*.+ir.wrrsnxxt*nu�sr �. smrtnuea3-.:; rXN' aArtxaleme: lSra± c` �G^. Gu, Xts'$; i;: c ?!31�£'a.'k'3'��'G':L'.�?�"iY'� . . INSPECTION RECORD f PERMIT # ? / Z Date 3 - 0 / Date Wanted , -36-9 Site Address 1 �j . /zraloct -/7 () Project ,37 ( Gt Requestor G(_.P C./? r' Phone # 4 l Special Instructions r .e Pe rcd !CO Q Date - ;L9 eti") -reetr-3, Plan Check #89 -430: B.P. Oil Company 13310 Interurban Av S THE FOLLOWING COMMENTS APPLY TO„.jp BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER__ L ,___. Na. changes will be made to the plans unless approved by the Architect and the Tukwila Building Division, 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction, 5. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to.the Building Division 'in a timely manner. Reports shall contain . address, project name and permit number of the project being inspected. 6. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical. Code (1988 Edition), Washignton State Energy. Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). B. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed . to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. FOR ir _ NA — Toro OF PHONE AREA CODE MESSAGE or 07 1" wit SIGNED FOR , FOR M OF SIGNED - 7sis NUMBER r _ LI A PHONECALL' DATE TIME QPM. EXTENSION PHONED RETURNED YOUR CALL PLEASE CALL ,WILL CALL CAME TO; SEE YOU WANTS TO SEE YOU TOPS FORM 4003 4 ■••■•■■■•■01111111114111 (PHONE CALL) TIME , PHONE AREA CODE NUMBER • MESSAGE i N(f e )114141) SIGNED EXTENSION RETURNED YOUR CALL PLEASE CALL WILL CALL : •',) CAME:TO YOU WANTS TO SEE YOU TOPS I FORM 4003 . 0 arsorromma r • ,,,,, .• (PHONE:CALL) PHONE AREA CODE MESSAGE EXTENSION • • ALL 40:40 tW11,:nALL WANTSIO:4 egE5YOU TOPS FORM 4003 "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 8 Masonry Chimney 433 -1849 X 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 X 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (INSPECTOR COMMENT SECTION ON REVERSE) SITE ADDRESS: OTHER AGENCIES: BUILDNG PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place CITY OF TUKWILA BUILDING Department of Community Development - Building Division PERMIT NO. 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 DATE ISSUED: SUITE NO.: PROJECT: 13310 Interurban Av S B.P. Oil Company INSPECTION PROCEDURES AND REQUIREMENTS SR CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE 02"1`90 All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping Is in place. 8, INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. ai2eM "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney K 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 X 14 FIRE FINAL !nap: 15 PLANNING FINAL 18 PUBLIC WORKS FINAL X17 BUILDING FINAL PLAN CHECK NUMBER Ei3-- 460 PROJECT: ism ,lJ(. lb THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER I No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. P lumbing permit shall be obtained through the King County Health ���ww /// Department and plumbing will be inspected by that agency, / including all gas piping (296-4732). ( 9" Electrical permit shall be obtained through the Washington State lll���� y Division of Labor and Industries and all electrical work will to inspected by that agency (872- 6363). O 4 All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be ted at the job site prior to the start of any construction. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. O 7 All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.8.O. certified welder and special inspected (Sec. 306, UGC). O All high - strength bolting to be special inspected (Sec. 306, UGC). O Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11 Partition walls attached to ceiling grid must be laterally braced if over eight (B) feet in length. 12 Readily accessible access to roof mounted equipment is required. l3 Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. O Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. O Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). 16 A statement from the roofing contractor verifying fire retardancy of rook will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1919 Edition). !t All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4717, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. N otify the City of Tukwila Building Division prior to placing any ���/// �� concrete, This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.I.C. Standard No. 43 -I, shall be special inspected. O All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.I.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval 40 plans, specifications and computations shall not be construed to • be a permit for , or an approval of, any violation of any of The provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 0 Fire Department Review Control Number 89 -430 (512) Re: BP Oil Company - 13310 Interurban Avenue South, Tukwila, Wa. Dear Sir: City OT Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor January 16, 1990 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Construction and operation of this service station shall comply with U.F.C. Division IX, Sec. 79.901. 2. Removal and installation of underground tanks requires a permit. The permit is issued by the Fire Department and there is a fee of $25.00 per tank. A permit application is included. 3. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher should be of the "all purpose" (2A, 20 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (NFPA 10,3 -1.1) (UFC 10.301) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) Page number 2 City �r Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor 4. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.1040' 5. An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) 6. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) 7. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) 8. Every exterior portion of a building must be within 300' of a fire hydrant, measured around the perimiter of the building. (City Ordinance #729) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Preve ion Bureau cc: T.F.D. file ncd r il l � ) Mahan &DeSalvo II CONSULTING ENGINEERS January 30, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -01 (BP Oil Company) Dear Mr. Griffin, We have received information on the proposed project and have reviewed the building structure only for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings and calculations for your use. 'Sincerely, k42ekL Cry 1 tal Kolke CLK:2 Alex N. Kollias Associates 210 Boston Street Seattle, Washington 98109 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 SRUCTURAL CALCULATIONS PROJECT: B.P. OIL CO. S. STATION 13310 INTERURBAN - SEATTLE, WA. CANOPY 43'x50' W /4- COLUMNS FREE STANDING AND BULLNOSE FASCIA SYSTEM. RECEIVED. ITY OF.TUKWILA DEC 1:2:.1989 PERMIT CENTER ALEX N. KOLLIAS ASSOCIATES 312ROVEU CONSULTING ENGINEER / STRUCTURAL' -CIVIL JAN i 5 1 u 210 Boston Street, Seattle, Washington 98109 / Phone (206) 284 01 iiim N DESALVO, INQ JOB #8923 RO of L 0. 7 .0//e 4. 4. = 26 PsF (stibw) P. L. - 3 694C,rwr) 7 = 28 PS Fis sc7.9 3 -4 'P t/7$c /•q f se/00e B.44CKc rS w� /5'%. W /No 90 M,PH, ex/Wit-our. r. C /YOR. Y... 02J(/.3)(/ ) 2G'.5E PS# UP4 AFT = OX/ y� 32.64 P. F E Zerh eQ!/A - QY /nw on. /✓ D G/Q /T /CAL Roe,' Q EC /k C 31 A TTi9C Ne MFCR rr9846 ,e p ziNg/he AVCA 4 .G. �-/ . TRY W /4X 2 ' 2 / : /711e f _ O. 34 G /4, _ 2h d e e e - P_ is Out r 28 t.i. (2B)(4.70Wf /s(4.3e) -335 Gt� 320 2 2 - 342 %. e -- (34 # /72 (/P) _. PG cgs"' FO/e L/.✓Q/9t /�/f'�'6 L . 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J Z,=? 4 2 ,ers. vv /4 X 3 0 �%4 .f/9 �gR,pcE /!M TO /1M' COv N ' S - � =- (2x8.�2 ) f(o ) = /79s"` 014 2,44 R - (2x/.sc )f o, 574 = 3.G4 . � 0.7O </. o ' oa. b P //.42 GJ ' 4/.42' , t 43:90 Cm J a D : 2 4 • I Y 1 ,I, P +L t7. 9f COLL/M /VS .0- rS /OX /Ox9.r' (0 / id- W /NO /0.7.) �� r = 3.6. vie/ K -2 AwiNo = 24.5x 3. 6 30;e A 6 - kZ,/ = / 7¢O N . ✓ 8, 9 s —> �.•- /6. c / /1 (9 0 x /i. s' ?G. - )2(g) = 37.4"/ —` /.7'4Dx /s.s' /.48 � 7. = /9. 13 ,,.€ 2X /C.sxr2 _ / 0 l9 / / = /2.98 KS / ✓ r r _ 3.9 37.7x/2 1 = /Z�S9 V x:03 r • Fa O'e o.i _ /rS, O3• Ks/ 30. / /6 46X.6 _ 27, L' fe s/ G,Q,yvE - .00 57/1,7 � 5-04 C0N7 Pe •» A oR D V u v, 288 � N --- NN 4 .G PI. /34 cd,nlN. /0/1/C", a 0.4r S Sioi9C //vo /.9X /4/ c / JSE- /,. A307 E'M/WED. .U,S't /4 / /B E SQ /4"./6' s 2 X 2 G9 4-4" h/ �6 / 'tQ , C o,,/C. 7.fi (12 :. = /G, /G A gym" /4 x /7d X. / 3./4'% / x •/o K!• 33 /T. /1x/3,36 /2 S /to O / _l ox. s'OccA33 /G. /2 .4 1. 58.7 --► USE 40 4/S5 A301-7 3! -f • `'f44 )1 6 2 5 /c5/ < 2 4X /.33 = 32 /cs/ m /� /8 `x( /J z A.ee, /A /Gi S 7w 4 SQ x 5�d OEEP = _ BQ C[/, FT /FT Fo'eCt = C32. G4X43X 5 z,0 -Tr /.3,904' Co t cf 7bP c oo /a :S .724'3 - - 7 3 8 PUMP 754 A,t/,D wT, .= O. S`lc 4' x 8 x /S'O ~ = 2400 24'o D / r0 /G - e.4/. f% fT D/` GONG /c5/_ . / 3,3407 e son. //CT /a'TG $7Zt' /2t' Q. /26" — /i = /09 , ›.RO -; NLAtek" 7 s. /era WT = (4)76 - 02J _ //2 /09 {/ r4 2 t O fBttow s4-c8 MAv. SSL/ME 5e).' r 50/4 0 ,?W' //5"0 / 2/ , ' OPez /A L,97Z'R/9G /9e,s /Nc' ; 2 ,x Son 3e0 So /t. T.s+ t: [/. C. 2 9 / fee" r /Y©Tt' - .') REQ . Dt ec' T /s! O.- \ /.q.zs - x 37 700 � 3oox 4.0‘11 = �• 35"<5"; o /9 sstlMt o/, Y /4/ rPt cr /04/ VW Ft 3 O / �Q 4 Vi x i' / A eh 1' �^'� T (/� M/ DA of . ripe v/ ' r/ S s/°.s c /,va. .qs s //ow. 4 9/t/ D w6 . ft c4:INA/4. cT /oNs / 3 - / 4 1 Z 7 0 3 R.42 MAX COL. TO /.3.9St fb /5:03 XS/ RE q. pvE -MOM _ . /3703Xo.2S's . 7 4. �.v, 'A w ,9LL AROv/YD W12l,44 W /tx2 are' T /FA: � �� ' fiOTN S /OE$ COL. mP CONN. C> Y /AiSPACCP /O N} Z/56" /Z // ,1e/iii- /e w/4 . 3A,1P s ze ./3. A30 7 f'L/LL PLAY. WW mF cte TO 7 / / -.9[G .v,.goiJ/leD DR AZ/ P [ !JS ''$ 7fPF. s. - pi. FCs-t) ::- 'rev e000 . e , , " . ... I - .... - -- --' HI-RIB PANEL SECTION PROPERTIES - PER FOOT OF WIDTH • - . • • �; n _ �. • f m 40 KSI '10 i ,-• 1 „ Variable Width '1 IBAU6E f CASE I PROP- I PANEL WIDTH - INCHES 1 !DESIGN t ! ! 1 1 I , I ! 1 1 IA in "2 I 0.8810 I 0.8182 1 .0.7261 I 0.6487 I 0.6022 I 0.5713 1 0.5529 1 I I I I I I I I I I I 1 1 IAXIAL . !r in I 1.2147 I 1.2020 1 1.1691 I 1.1149 I 1.0639 I 1.0172 1 0.9827 I 1 1 I 1 I I I I I I I I I I0 I 0.4366 I 0.4072 1 0.3546 1 0.2983 1 0.2573 I 0.2263 1 0.2060 I I ! , - , I I I I , I I I -: - - - -- , I I -I 1 1BENOING II in"4 1 1.3000 I 1.1822 I 0.9908 I 0.8063 1 0.6816 I 0.5911 1 0,5338 I 1 1 1 - - - ---- '-- - - - - -' '-------- '--------- '--- - - - - -' 1120 Ba. !RIBS IN Sy in 1 1.0688 I 0.9965 1 0.8678 1. 0.7313 I 0.6326 I 0.5579 1 0.5093 I 1 JCOMPRESS. IS in "3 1 0.6520 I 0.5722 I •0.4514 1 0.3456 I 0.2783 1 0.2329 1 0.2051 1 f 1 - -- I 1 1 ' --- '--------- ' - - - - -' • 1.0347' !SENDING II in"4 I 0.7490 1 0.6493 I 0.5022 1 0.3777 I 0.3027 I 0.2525 I 0.2225 I i - 1-- - - - - -- I -------- 1-------- 1-- - - - - -- I --------- 1-- - - - - -1 I I 1.6636 I 1.6617 1 1.6590.1 1.6567 I 1.6553 1 1:6544 I 1.6539 1 1 I - I , I -- '---- - - - - -' I v , , !TENSION IS in "3 I 0.4502 1 04908 I 0.3027 I 0.2280 I 0.1828 I 4.1526 1 0.1345 I; 1 I I -- -I---- -- - - -I I -, I I I,----- 1--- - - - - -1 1 !DIAPHRAGM IV lbs /ft I 884 I 660 1 391 I 219 I 140 I 97 1 75 I 1 !SHEAR I 1 ! 1 1 1 I 1 ----- - - -I -« !---------1 1 ---:.-------_/___- ----- :---------I-- - ----- I- - - - - -I , 1 1 I I - - - -- I-- - - - - -- I-- - - - - -- I-- - - - - -- I--- - - - - -- /---------/.....-----I -IA inA2 1 1 1860 I 1.1021 1 0.9791 I 0.8756.1 0.8135 I 0.7721 I 0.7475 1' -------- --- - '- - - -' --------'--------- -- '- ----- ---- '--- --- - - ----:.---......-1. --- ' --- - - - . 1 I- I 1 , 1 I . I --- I 1 !AXIAL It in 1 1.2061 1 1.1932 I 1.1589 I 1.1052 I 1.0541 I 1.0074 1 0.9729 I; 1 ... . 1 • • • I - - - -- I-- - - - - -- I - - - - - -- I --- - -.--- I ------- 1- --- - -- I - - - - -- I --- - -- ! I 1 IQ 1 0.5795 I 0.5406 1 0.4707 1 0.3959 I 0.3414 1 0.3001 1 0.2732 1 • 1 • !BENDING •11 in"4 1 1.7254 1 1.5690 I 1.3147 I 1.0695 I 0.9039 I 0.7836 1 0.7076 1 !' I I I I I 1 1 $• I - - -I 1118 Ga. !RIBS IN fy in 1 1.0632 1 0.9911 1 0.8631 I 0.7277 1 0.6298 I 0.5559 : 0.5078 1 I I I 1 I I I 'I I 1- 1 1 !COMPRESS. 16 in "3 1 0.8630 I 0.7575 1 0.5978 I 0.4581 1 0.3716 1 0.3126 1 0.2770 I I '---- - - - - -I-------- 1 - - - -- .....1 1 1 -1-------....1-------_-/--.1.----1 1,0471' !BENDING II in"4 1 1.1036 I 0.9579 I 0.7422 I 0.5590 I 0.4483 I 0.3742 I 0.3299 I II l --- - -- I- - - - - -- I--- - - - - -- l------- 1-- - - ---- l------- 1 - - « -«- I «.. - » « -1 1 • !RIBS IN !y in 1 1.5674 I 1.5642 1 1.5596 I 1.5558 1 1.5535 I 1.5520 1 1.5511 1 I1 1--- - - - - -1 I- - - - - -- ! - »_ -_ i 1.-------.10.--------1---------1 1 !TENSION IS inA3 1 0.7041 1 0.6124 I 0.4159 I 0.3593 1 0.2886 1 0.241! 1 0.2127 1 1 1 --- 1-- - - - - -- 1--..-----1.--- ----- 1.-------.1 1- • -------! .--:............/ 1 :DIAPHRAGM IV lbs /ft I 2225 1 1659 I 981 r' 550 I 351 I 243 1 199 1. ISHEAR g g I 5 1 I 1 1 1 1 1 • •1 I 1 !RIBS IN ly in ! ! 1 Noyes: I ERTY I 8' 1 9.25' 1 12' 1 16' v 20' 1 24' 1 27.25' 1 SECTION PROPERTIES COMPUTED PER AISI SPECIFICATION FOR THE DESIGN OF COLD- F;RMED STEEL STRUCTURAL MEMPEFS. )046 FRY ?YM4, --- L'.SCYARTZnG _ MaTCRIAC COAPORRS Td - APR A446. • GROSS SECTION PROPERTIES ARE FOR THE FULL UMPEDUCED CROSS - SECTION. NET SECTION PROPERTIES ARE FOR THE CROSS SECTION WITH STIFFENED ELEMENTS RCDUCED FOR SHEAR LAO, G •If (WHOM SHOWN) IS ADJUSTED FAR USE AT A FULL STRESS OF 0.61Fy V DENOTES WED SHEAR STRENGTH BASED ON WEB BUCKLING STRENGTH FOR USE. IN DIAPHRAGM CALCULATIONS, STRENGTH SHOWN HAS ALREADY BEEN, INCREASED BY A '• gut. in Csairi i• ..• • .P 0- • i - r / n HT -RIB PANEL sit N N a - QC ri z N . W 5 -, • •::, • I ; rf 1. I. • Mahan&DeSal o CONSULTING ENGINEERS January 22, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -01 (BP Oil Company) Dear Mr. Griffin, Sincerely, I a Crya'tal Kolke CLK:1 cc: Alex N. Kollias Associates 210 Boston Street Seattle, Washington 98109 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 We have received information on the proposed project and have reviewed the building structure only for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Note, on the drawings, that the engineer of record will submit a letter to the City stating that required shop drawings, and calculations by others, have been reviewed. Also, on the drawings, list shop drawings and calculations to be reviewed. 2. Provide calculations to check the adequacy of the roof deck at canopy for: ,a) Span between supports. b) Cantilevered load due to the bull -nose fascia and it's supports. c) Build up of snow loads. 3. Provide calculations to check the adequacy of the new construction to the existing sales building. Include the design for materials, connections, supports, attachment to existing building, etc. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. TO: +«JA FROM: &Aix/ DATE: 1 134 iq0 SUSJECT: Oft (10/T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1600 Gary L. VanDusen, Mayor MEMORANDUM . ow 'lc/J.4-e, (3/449, c1 LLP 4.e.0e.(aktaY1 if a -PALp C Id- ( Alt 1. -' u 4-1f/ 01/ lt:. ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER / STRUCTURAL CIVIL 210 Boston Street, Seattle, Washington 98109 / Phone (206) 284.0141 SRUCTURAL CALCULATIONS PROJECT: B.P. OIL CO. S. STATION 13310 INTERURBAN - SEATTLE, WA, CANOPY 43'x50' W /4- COLUMN'S FREE STANDING AND BULLNOSE FASCIA SYSTEM. JOB #8923 AV or' zO�o/* .4. G . ; 25 PSF (smbw) 3 (Ot crwr) 0 ri4. 28 PsA 0 /i9 "r/9$C/4' f SV/PP. ,6 T S W r• /5 '/. W /Nl, BO M.PH t'XI $IfRt -C //aR. FoR« = C/, 20.3)(/7) 26.52 PSF' x/ez /FT 2x/. 0//? - 32.64 A'S E/9RTt5 4QIJAk - • //✓ f f°4- 7/ O/b /YD C/e /T /C. 3 L Roof p C SE • /?7Y 4'CWt O L'''' 7.904E ,- 0/ L. 'CC. d . . C /YD :43 )( SO ?, w /1 coL.'sk. . rR4� � s 28 7e. A: /V (28)(4. 3OW /6 3 351'A` A / e' 1/N844 //NCA z.4. Z = - ,// G7(z8)(//•42); - .42C / -r • 0 t35 .7` 269 -�' Mwyr - ' V f /mil / C'se e_ flex ) /Dirge) A -2 3 -/ /3 -2 . RAO4_, C / F = 40 K • I • 24 Ks/ 16�� 3t . 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S'�3� 05:1 37. 7'" /V /ND /79Ox /Er. %q8 0.7 /9.13 /6.S' /Z /Oo 3.9s l � 3Z7 /2 30. / 44"x 2 7.6 tc s/ G'.e09,0 �.t co _0.70 </.o oK. IC. O 3 KS/ { //.42 W ' F= /2.'18ks /7 9St/At :1-2;o3 ra= 9.ti9 /JSTM • .4 tisE VI//4 X 2 2 • -;B.e gcF C. 8 =o'o. C. r• 2Cd /2 // — s /.3 01< 2.7o - 24o KS/ <E2 ,ks/ O . vv/l' X 30 8,Q,vCE /1/67 To /fM GONN rSic= 17.99' � `� fl. L=3.4.4, FA. CotiT k "lc oh C COL. /3i3SE . f//veH. r30Lr S /.y X /4 C. /✓SE' / 9er A 30 /G T� 7. 7X 2 / . = G. 7 f _ 20X. sbe ,�acr • Z /�/ x Z /50 L T. A X /• 3 3 = G• / A"O© /4 S 77e 4 t' SG? X 5 O / DEEP - EfQ c&J..,cr /✓/�� / FT rte = ( 32 .4-4X43N 54)4: 3� 70= Ze. cow .V!Tx /4.sX32.c3 — 6'38 5' -7: /,y /Adm. / 4/5e / 1430? / J , 5 ' r ` 2 / / 8 " s . /G1/4, 2 x2''..? elf n-1/ �6= C - 1?""K 2/, <2 4/X/•33 = 32 s/ /8 x( /, Red?, c o.vc. vt/r / / /26 /so 7G.IGK 38.7 -. uSE 40 rs PUMP ' P 7SG.9D WT. = 0.5"K 4' X • X /S'0 ~ = 2 406 24m 3-4 KSI.- , / 3,346 e 3oT. D, , T '# GONC, -- /G ca. FT. / 7 /c - s /%d /2A' Q , /2 - /C = /09 .>.RO -► R.4,9C'L TO/" OF 'era wr =(4)YS.'2) _ //2 /09 {/ Q% /.7 2fO'BeLow 54478 M /N. /9SSL/J✓/E SOFT 50/4 1N /6 4 7 / / o!'O� /A LfJ R/9L Re/9,2 N' -7' /' 2 x /50 3cD S ©/L ji9'9 U. 8. G. 29 -/3 FOGr 4) O& P /s! O \ / 425 X 37 700 _ 4, 35 S• O ss4/MC !� V S' X 3oox 4.01r'2 /5: N , = RY /•✓rfl&cr/o z/.76" Fri 3 O / s x. 4 i 0 o/ Oe`t p w/ CS) - vt2r.� /jcto. CoRN'`,) 9 d (t) AV De Of E.4 s/ve w/ ' T/t S 5,4 cm/a- x►s sf tor,, €vt/ DW6. V o/< GO L, TO / 3 , 9 . 5 " F T b = /5:03 / <s/ R4Q. /. D 2 W /tX2 CgY i/1 /0 4) Iry / 3A, A 3O L l f � FdLL �t �Y. 1/1/4 I > O F C 1 1 2 4 • 7""'0 RETAKE 0 PREVIOUS MENT COL. /.3i9Sz- c w4'. i9/vC,'7 S /1 x 2 . "ca/x. /0 �6 = C 64 X 6 /6? 4 ;((/) SPy9c /A/ /4' X /40. C. /JSE / . A 30 /G. /G 3. /4X /x /o /CASS a/ A M /-'$ i2 / /X /8CSC? x 2 X 2' G9 ,f4 K -i! 2/,5. < /•33 = 321 / m/< A'04 7"/A /Gf 3 TRY %4 I O SR X -5� 0 / 7 rP = - 80 ca.. Fr ,cz / FT F m.e c t = 4 x 4 3 50>() 3� 6 �4O GOL . wT_/ gx.72.C3 F. S /z e? , c o.vc, vVT ; /' *x /3.366 /2.5- /s RE Q /1m LT ` e- 2 0x• 4CINCX /. 93 /6./2 • AL 39,9 —es USE 40 tr PIJM/ I5z.94'D WT. = o. sx 4 x .S X /co= 2 4 00 o /Q 2•00 ls' /3,904 4 Co e7bP 73 / 3,3007 e 80 r.• U. FT t" Co v C, /G ca. FT. /4 Si.. • , c 7 /E S "z /24 C2 , /2s' — /d' = /0 9 . >_ R0 -► l'LAIL-' TD/i. OF der- Wr = t (6 — . 0 2) _ //2 /09 i) tc• 2 - O'BELOw 5L9 M�4v. .9 5s4/1 1, t $oF sa / vc// S'po /rt / /50 /z t L i9T4'R/94 /g4.9R/4/4' 2 x /50 ; 3O0 5 0/4 7:v .5' 44' t✓. a. C. 2 9 -3 FOO r .Y©TE' - y� I \ / z-x o 30ox 4.01 = �• 35 <67 0 ssun-!r 0 /$ /3Y /4 0 s - fi 'cr /on/ &s& F•r' • 3- 0 r4 x 4 / e o t't /� wV C S ) - " 8 . 4 CoRNS'R 9 1 (/) Ml DC dPit ' £4 . S /O&` w/ 131 r/ s c /i✓G r, s Sf /on/ c// OW6. V P11- .70# Id -b? S r 5/77d 'N.7d 77/7x' b'0 sp a /s .100 11 4 ,0' 1 �f� Y 1d/1 S '5/7 Z 2XZ /M ON/70a/a' 776/ 'NJ •7 v'£ =,faw X£O.Jg./ f = c/7. 7M °;;. 5'd/ .G 0E 4' .47.41/ fif, A. - h- /M -9/X! / // J/ A1// %I - ` iPJ 7S/7 /S >i Fos/ = 9� O,v/70 e/tY 77$' - 7/ S W as 6/E/ 01 '7 O ,7 01 •7 .-/O a7.WM - NVS 77/7d .7.4" /7' � is• o %���as,vi xs!> •/v/v © a ,� ,9 '.1 = / V b = d/O� 4009 ,1,3/7 '8 X 6�4/ r r r ENE1 L • • ( • -RIB PANEL SECTION PROPERTIES - PER FOOT OF WIDTH • (GAUGE CASE ! DESIGM t : I 1 1 1 I i !AXIAL _ I 1 ' f 1 1 I :BENDING • 1120 Ga. :RIBS IN I I ;COMPRESS t 1 1.0347' :BENDING 1 I I • !RIBS IN ' -- ---- -- I --- - - - - -I - - - - -- 1- • - - ---: --- ----- ' - - - - --- 1 __ »wr. 1 «.w -__ - 1 1 - - -- ' - - - - - -- ' -- - -•- -- ' - - - ----- ' - - - ' ____- ' - •• :A inA2 1 1.1860 1 1.1021 1 0.9791 1 0.8756.1 0.8135 1 0.7721 I 0.7475 V 1 I I--- - - - - -; -1 ----- -- _- - - - - -I -- _. ----1 ----I. .1 IAXIAL :r in 1 1.2061 1 1.1932 1 1.1589 1 1.1052 I 1.0541 I 1.0074 1 0.9729 ; 1 .. .1 • . 1 -- - --- 1 w » - - -- '_• - -rw_I ww- •__- - -- 'w_ -- - -- ' - -www lwww_.._1. , i 1 1 • 1 IQ 1 0.5795 1 • I - - -: -- - - - - -: 1 1 • :BENDING •!I inA4 I 1.7254 1 1 I • • IWO :TENSION NOTES: :y in - IS inA3 1118 Ga. :RIBS IH Iy in 1 1.0632 1 0.9911 : I 1 I 1 1 I I !COMPRESS. IS i103 , 0.8630 1 0.7575 I 1 ' __--- - - - - -' ____ -__ -' ------ -_ 1 1 1 110471' :BENDING !I inA4 I 1.1036 I 0.9579 I + 1- - - - - -' -- --- - -- i ' 1 14 r: ' !'N ".4 It7.1 AVthiLt '.i .y .. 2 1471 41 • • I i-- I-------- I-------- I- -1 - - -1 : :DIAPHRAGM IV lbs /ft I 884 I 660 : 391 I :SHEAR I • 1 I I 1 ,. , R' ly. t o Ce/OP.= .. • •,.6: .. /Ads 1.1/4 Gi/:ADE - ; � 40 KS1 'o -- - ------ - --•- ,VariaSl. Width I 16' (/ I 20' 1 24' 1 27.25' 1 1474" S PANEL 0.6487 I 0.6022 1 0.5713 1 0.5529 1 I : 1 1 1.1149 I 1.0639 1 1.0172 1 0,9827 I • I PROP- I PANEL WIDTH - INCHES ' 1 ERTY 1 9' 1 9.25' I 12' I 1 1 1 _1_- -__w !A inA2 1 0.8810 I 0.8182 1 .0.7261 I- ' --- ' .r « '------ ------ -'--------- -- «_ 1 1 1 , !r in I 1.2147 I 1.2020 1 1.1691 I 1 -1 : 1 1 1 1 1 IQ 1 0.4366 1 0.4072 1 0.3546 I I 1 ! 1 II inA4 1 1.3000 1 1.1822 1 0.9908 1 i--- - --- -' --- -- - - -' ---- - - - - - ' --- --- - -' • 1 1 1 1y in 1 1.0688 1 0.9965 1 0.9678 1 1 --------- --------- 1 -- --- - -- - - - - - -- ''--------- ' '--- - ----' -- • - - -_' 1 1 -1 1 v1 1 1 1 IS inA3 1 0.6520 ! 0.5722 1 '0.4514 I 0.3456 1 0.2783 I 0.2329 1 0.2057 1 1I inA4 1 0.7490 1 0.6493 I 0.5022 I 0.3777 I 0.3027 I 0.2525 I 0.2225 I - --- -- 1 ----- ' --- - - - 1.6617 1 '--- -' -• • 1 1.6636 I 1.6590.1 1.6567 I 1.6553 1 1 :6544.1 1.6539 1 ' • 1 1 1 s '---------I--- ------ I 3 1 VA 0.4502 10.908 1 0.3027 1 0.2280 I 0.1828 I 4.1526 I 0.1345 1 1 1 1 1 1 1 1 1 0.2983 I 0.2573 1 0.2263 1 0.2060 1 1 1 1 1 0.8063 1 0.6816 1 0.5911 1 0.5339 1 0.7313 I 0.6326 I 0.5579 1 0.5093 1 1 1 ,----- 1--- - - - - -1 219 I 140 1 97 1 75 I. I I I • • : 0.5406 1 0.4707 I 0.3959 1 0.3414 1 0.3001 I 0.2732 1 1 -- - --- -1 1--- - - - - - ; -------- 1-- - - - - -- I 1.5690 I 1.3147 1 1.0695 1 0.9039 1 0.7836 I 0.7076 1 0.8631 I 0.7277 1 0.6298 1 0.5559 1 0.5078 : 1 1 1 1 1 • 1 1 1 0.5978 I 1 0.7422 : 0.5590 1 0.4483 1 0.3742 1 0.3299 1 0.4581 I 0.3716 1 0.3126 1 0.2770 I !RIBS IN :y in ; 1.5674 I 1.5642: 1.5596 I 1.5558: 1.5535 1 1.5520 1 1.5511 1 ! ; - - - - - -- ; •-- - - - - -- ! ------ 1-- - - - - -- I ------- 1------ 1- _ -- » » -1 ;TENSION IS inA3 1 0.7041 1 0.6124 I 0.4759 I 0.3593 1 0.2886 1 0.2411 I 0.2127 1 ----- ----- »- ••- - -• i - ° »____ -1 - -•• ! - - - -_ -- I _-- - --•.- i ---:........./ 1 :DIAPHRAGM IV lbs /ft 1 2225 1 1659 I 981 I 550 1 351 I 243 I 189 1 • :SHEAR 1 • ; SECTION PROPERTIES COMPUTED PER AISI SPECIFICATION FOR THE DESIGN OF COLD- FIRMED STEEL STRUCTURAL MEMFF.RS. _ I440 PMYTMA. - -- U4NARISEG CORPORRS TO _ ASY�i A446. GROSS SECTION PROPERTIES ARE FOR THE FULL UNREDUCED CROSS - SECTION. NET SECTION PROPE ARE FOR THE CROSS SEC WITH STIFFENED ELEMENTS REDUCED FOR SHEAR LAO. + t• off (WHERE SHOUNI IS ADJUSTED FnR USE AT A FULL STRESS OF 0.60Y Y ✓ DENOTES WES SHEAR STRENGTH SASED ON WES SUCKLING STRENGTH FOR USE IN DIAPHRAGM CALCULATIONS. STRENGTH SHOWN HAS ALREADY SEEN, INCREASED Of A • -" 1- ' a cc N a ; Z Z ita Z • N • W g - ' 4 [ I 1t 11 11 •. B. p OIL CopJP,\ ry Pztfb*/c; I 4 SET CAPPED IRON REBAR MOBIL NO. 10 -M32 LOCATION OF CORNER AS COMPUTED FROM WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RIGHT - OF -WAY MAPS. - 5LT STAKE - WITH TACK O) N 5 - 6 B - 917' - GRASS GRASS 30.0' CONC. DRIVE 043- --- AREA UOIT - AREA LIGHT q; END OF METAL GUARD RAIL 90'00'00,. CONC. SLAB [PLANTINGS CONCRETE SLAB - TELEPHONE MANHOLE PRIMARY Y S TA TE HIGHWAY N (NO ACas5) END OF METAL GUARD RAIL 90' 1 /- HIGH MOBIL SIGN AREA UGHT DEED UNE (7/ CATCH BASIN S META GUARD RAIL TANK FILL 500 GAL FUEL OIL TANK FILL 500 GAL WASTE OIL ASPHALT PAVLLNENT 5� ° 3�, 41.0' CONCRETE DRIVEWAY 63.5' ORAS5 PLANTINGS 6 . 52 " CONGNCy B LC"( ,ONE STORY K BRICK BUILDING CONCRETE SLAB 14.3' r � CA701 ci BASIN 45.0' 203 r PUMP / (C N 40° 36' // PLANTINGS 6 4' CONCRET` WALK 7 ((0 0 o > 1 PUMP ISLAND 0 ) GRASS TANK VENT PIPES - CANOPY SUPPORT POSTS 36.5' ASPHALT DRIVEWAY - LOCATION OF RICHT-OF-WAT AS COLIPuNP 5001.1 WASHINGTON STATE DLPART1VNT Ce TRANSPORTATION RICHT -O- NAY INN'S 200.00' - R.V. SEWAGE PLANTINGS PLANTINGS 48TH AVENUE SOUTH Ro 1 11 5 ' t L } T o ` (40 4ccrh) M ET AL ARO DISPOSAL TANK FILL -' 10,000 GALLON SUPER UNLEADED RECORD LOCATION 6• SEWER STUB (STATE f•H ONE thX111 ON CONCON IE Y AR WITH GUANO POY.1S DEED UNE J 1 CATCH BASIN C'r. .L 1T 4 AB 425' AREA U}HT I1 I ''1 I•I ' '11'I'I ' I' I 'I'I'I'I•I' I ' /I' I•I'rl•I I' l ; l (I' I , I . .I 1 I . . . I � I I . .. . I . �. I1 .. I 0 1 2 3 4 5 161 7 1 8 I• FIX LE RULER . 302 AWrirdwr= 0€ 6Z BC 12 9Z GC NZ CZ Ze IZ 0? 6I BI LI 91 GI CI CI ZI II OT L lIIIIIIIIIIIII6III6IIIIIII6IIIIII1IIIIII0IIIIIIIII6IIIIII6IIIII6IIII11106I6III4IIIII6II 1111IIIIIIII6IIIIII6IIIIII6IIIIII6IIIIIIIII ;IIIIII61111 .J4 L IAIIK FILL 11.000 GALLON REGULAR ASPHA PAVEMENT LOCATION OF RIGHT -OF -WAY COMPUTED FROM WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RIGHT - OF - WAY MAPS. -- MOBIL SIGN rTH PRICE SIGN .- - -- 5) 30.3' unurY LEGEND BSI. BURIED STREET LIGHTING B T BURIED TELEPHONE DP BURIED POWER O GAS P POWER SD STORM DRAIN SS SANITARY SEWER T TEl [PHONE W WATER OP OVERHEAD POWER N O7 fn LD w rD ce r7 E.D 03 z ID U7 z 2 cc Z O U Q W O La_ F- N z w w d' U CD W W W ZZ SET CAPPED IRON REBAR 15.5' 36.0' ASPHALT DRIVEWAY Z PLANTINGS CATCH BASIN 90 6• CONCRETE CURB POINT OF BEGINNING \ PER DEED DESCRIPTION - - -- 20 0' SET STAKE WITH TACK 20.1 18.1' WATER 0 / VALVE 20.00' WATER VALVE WATER METER TRUE POINT CF BEGINNING SURVEYOR'S DESCRIPTION SANITARY SEWER _- MANHOLE. FLOGGED \ N N \ GRAPHIC SCALE ( ON FEET ) 1 Inch - 10 EL Cm Tn 5 5 a a - o� ^ N 2 ° IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT - SANITARY SEWER MANHOLE, FLOGGED \ \ \ 70.42' \ RIGHT -OF -WAY UNE 103.6' PROPERTY UNE EXTENDED 65.5' \ \ DESCRIPTION THAT PORTION OF THE STEPHEN FOSTER DONATION CLAIM IN SECTIONS 14 AND 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH BEARS NORTH 51'44'15 EAST A DISTANT' OF 199.17 FEET FROM A MONUMENT (HUB) AT THE END OF A CURVE 0' ME CENTER UNE OF THE DUWAMISIH- RENTON JUNCTION ROAD NOW PAVED SAID CURVE BEING APPROXIMATELY 5,200 FEET NORTH AND 440 FEET M I OF THE QUARTER SECTION CORNER BETWEEN SAID SECTIONS 14 ' O 15; THENCE NORTH 40'36' EAST, 200 FEET; THENCE SOUTH 4974' EAST, 160.0 FEET, MORE OR LESS, TO A POINT ON THE NORTHWESTERI RIGHT - OF -WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 AS SAID JLGIN WAS ESTABUSHID BY JUDGMENT AND DECREE OF APPROPRIATE IN KING COUNTY SUPERIOR COURT CAUSE NO. 591370; THENCE S JTHWESTERLY ALONG SAID NORTHWESTERLY MARGIN TO A POINT FROM WHIG, ME POINT OF BEGINNING BEARS NORM 4974 WEST; THENCE NORTH 49'.4' WEST TO THE POINT' OF BEGINNING; TOGETHER YAM A PERMANENT EASEMENT FOR INGRESS '•ND EGRESS OVER THAT PORTION OF THE STEPHEN FOSTER DONATION CU' NJ SECTIONS 14 AND 15, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., ' KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FIN BEGINNING AT A POINT WHICH BEARS NORTH 51'44•15• EAST A DISTANCE OF 199.17 FEET FROM A MONUMENT (HUB) AT THE ENO OF A CURVE ON THE CENIERUNE OF THE DUWAMISH- RENTON JUNCTION ROAD, NOW PAVED, SAID CURVE LYING APPROXIMATELY 1,200 FEET NORM AND 440 FEET WEST OF THE QUARTER SECTION CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE SOUTH 49'24' EAST 120.0 FEET TO A POINT ON THE NORTHWESTERLY RIGHT -OF -WAY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 AS SAID MARGIN WAS ESTABLISHED BY JUDGMENT AND DECREE OF APPROPRIATION IN KING COUNTY SUPERIOR COURT CAUSE NO. 591370; THENCE SOUTHWESTERLY ALONG SAID NORTHWESTERLY MARGIN TO A POINT ON THE NORTHEASTERLY RIGHT -OF -WAY MARGIN OF THE PUGET SOUND ELECTRIC RAILWAY COMPANY; THENCE NORTHWESTERLY ALONG SAID NORTHEASTERLY MARGIN TO A POINT FROM WHICH THE POINT OF BEGINNING ' BEARS NORTH 40'36' EAST; THENCE NORTH 40'36' EAST 20.0 FEET TO THE POINT OF BEGINNING J•0 SITE NOTES 2 39 .5822 'Y ft " AREA: J " SITE AS SHOWN CONTNNS 25,355 FEET OR O. 21 ACRES. DEM OS R ITO DEED DESCRIPTION, CENTERUNE OF 45TH AVENUE SOUTH, NORM 40' EAST. SUBSTRUCTURES: BURIED UDUTES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS. FOR ME FINAL LOCATION OF EIOSTTNG UTIUTIES IN AREAS CRITICAL TO DESIGN CONTACT THE UTILITY OWNER /AGENCY. TITLE REPORT: THIS SURVEY CONDUCTED PER LEGAL DESCRIPTION AND EASEMENTS CONTAINED WITHIN DOOR TITLE INSURANCE COMPANY, COMMITMENT NO. A- 366941, UNIT 12, DATED NOVEMBER 4, 1966. NOTE: THE NORTHWESTERLY 13.00 FEET OF ME SITE, AS DESCRIBED IN THE ABOVE TITLE REPORT, UES VAMIN 46TH AVENUE SOUTH AS SHOWN ON BOTH THE KING COUNTY ASSESSOR'S MAP AND ON ME WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RIGHT -OF -WAY MAP OR 5, SOUTH 176TH STREET TO SOUTH 126111 STREET.' THIS AREA HAS BEEN DELETED FROM BOTH THE SITE SURVEY AND SURVEYORS METES AND BOUNDS DESCRIPTION. ZONING: SITE IS ZONED N -1 (UGHT INDUSTRY MINIMUM FRONT YARD 25 FEET FCC AU. STRUCTURES. MINIMUM ODE YARD 0 FEET. MINIMUM REAR YARD 5 FEET. CERTIFICATION: TO SOHIO OIL COMPANY AND IICOR TITLE INSURANCE COMPANY; THIS IS TO CERTIFY MAT THIS MAP OR PUT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH • MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /AGSM LAND TITLE SURVEYS,' JOINTLY ESTABUSHED AND ADOPTED BY ALTA AND ACSM IN 1666; AND MEETS THE ACCURACY REQUIREMENTS OF A CLASS • A • SURVEY, AS DEFINED THEREIN. THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDAN WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE. WE MAKE NO OTHER WARRANTY, OTHER EXPRESSED OR IMPUED. 06341 -65 /SOHIO 38 END Of E• CONCRETE CURB A 12 CONCRETE GUTTER ENO OF 6• CONCRETE CURB A 12 CONCRETE GUTTER \ MONUMENT IN CASE SAME UNE VICINITY MAP SCALE 1 _ 1/2 MILE BEON ROLLED ASPHALT CURB T ` 16' HIGH I MOBIL SIGN In 11� 7.4' --1 79.56' (N.T.S.) I understand that the Plan Check approvals are alblect to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor's copy of approved plans acknowledged. By Dale Permit No MONUMENT IN CASE FILE COPY FOUND PK NAIL SITE A 11064 • g Z v W " Z_> 2 X u , U Z S 4y Q W W Lij z CC W IL -I N U W Gli . t� .. • r�.er I IIIIIIIII.III I ILIjIJIgI• I'�. O tC THS INCH 1 2 l 4 73 CZ ZZ IZ OZ 61 8L Gl 9i ¶I 1 71 CI ` .. ZI 06 6Z 8C /2 9Z SZ IL ()L �IIIII 1111111a1111111 f !I111tiiili 11 {{illilll�un) } �,. I�iil in i�ili{ Iilll�nnluii�, Ililllliil uilirii��ll {Inn�ll{Ih ►Illulllinl�ln • � ^s•Y� ftl �`:' ,[,.+�,d:?,(� � f'�,y :yam' .e•..��.T %l- MY.R.4�C Y� 4�`u� .:•'ws�'.:Y.d ;:Y. k7!1"s'�r�('c � �'. gi n ``' ` - }° . ' .'.» , ;.,.,' `' j , 'a�h+r r 'u�°` •. °. "• • ^ayt!. d- s X55 I , 111111 ICI I 1 1 I II 'II I. II11 I : 1111 1 I (I 'I . J I11 I 4 5 6 7 8 NOTE. If the microfilmed .. _ ... med dor_ument nt i s less clear than this notice, it is due to the quality of the original document. or,.,?;. r�' rS: v��d' ?��4� ;�33..."'.<ii`_;T;rk�,•-':r, .. III 1 111 . 11 ij ii i '. 9 II IItiilitUIIll i�I1IiiiI Ii!IHU� 11U11111 lll MAJOR : MA`RI,l BM ` BUILDING.; MANUFACTURER CC - GENERAL CONTRACTOR 0 = OWNER BUILDING I r4 A c S SUPPLIER I INSTALLER DESCRIPTION a S C&( LASS AWING . NUM9ER L€• 'fa FILE COPY 1 understand that the Plan Check approvals are 3tibiect to errots:°end emissions• and approval of plans'Noos not authorize the v tolation of any adopted code or ordinance: Raceipt of contractor's copy' of approved plans acknowledged. ,ermit ' No. .■■••■.. , ....... ... PLAN REVIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY ?. ?11 SUBJECT TO INTERPRETATIONS OF I 1 t. OV RNI aG AUTFIri41,1, ERRORS, OMISSIONS J 3b (CONSIENCIE,S. DATE IN may. C. ..,' DATE OUT 1' MAHAN'& D SA+ VL?, INC. TANKS, REVISIONS NUN JAN 1 5 1�1 DESIGN, 'AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO ` 44114 BPOILCO. RETAIL MARKETING , DESIGN AND ENGINEERING 200 PUBLIC SQUARE 'i` CLEVELAND, OHIO 44114' pateffs r' is LI.. C7NC6.v./IJJ -p TLS SCALE..-c, / c.ov� 5,- Fac,�! rr t C.-41,1-10;44 ._ _. .1 i , ' ir1►J .at.o:P arr t t. / A. P e ►1774.. Tb 4 t e 9 - —I ' -' <�,.� k: xrcNs — 1 1 ,7 .. 4`' T1. 7./27/07 SP-S-2 5re r.,,r.1z> 4r?r..1 s~ • tc.Ns . DATE Z- 2 /go /M •T9 -s-g ' PZTA sift(' P CA7"tonl'• I c ,.• , '; ok 'Ja/ Jst hi LT1 Z j I A s• -- — •- -03 - Iio,, % ar 7'L.a4 17?L1e -OW' Pik.) i VArt ?S _ 1 . '1 o , 4 p "' d O' y4 / d..:9 - it4a, A M;$ Ile_ _ e . 11.47 r'!4• `M a rrs _ x 4 Y '/ + •, -A ICIrs• *7 • ___& _ -- rate- Aec so40 . ffn oxvLU tr:L i t 1..5 . MID WM a _ e5? 3-4° (a • 01 • 151-4k+■O¢.5 1'5 - " 4 a t.1 nJE Gue?Z 1 t� 5 8e S - 9 1 roV4 f�!'�4 r t11.S A LP C VL 1 - 06 . - t � Iza 1 � ' Nombeilml 11%. _ m e .. - . _ -.., • E. mini ena... .... .. p •' t• . !; .� — •r - - , .. .•M -. . . _....,,..... • • . f - -... ,. mii= _ M • BPOILCO. RETAIL MARKETING , DESIGN AND ENGINEERING 200 PUBLIC SQUARE 'i` CLEVELAND, OHIO 44114' -.- ' > , I:. • - ` scope OF WO K A4006:Q ,. i a SC O FIrri ,y • DWG., NO.: - / /o 4 1 so W Rif:: SCALE..-c, MADE BY: DATE: .2 II ' REVISIONS CHECKED BY: DW!4 CM- . DATE . ;. Nombeilml _p_.2 I t' use vim tavt vi5p4TAL. IMPACT fzEI' F T HiGHt _ t ,tT tora r-dit I' G4ul-irtr' ftc4Ap vim: 4 w "A L Ee .I C.A.L. peg. p,A0.15 G hTG 4c/A4 i �r;� ti i ;- . COh.NEICTION TO ..lk.LirrA4 4/1 °" IdN IAio .�.. °�> c� L • ( r rt. l " ) 2tv4 t` ' �p Ili �E' p �_...,�►�. T • 0.4.1-1/30 '. FucT�IF � �1. Ala' P ' Imo' P t �t_� . t: t4 i.1 ON °rte? F►✓Z�4J ____ _ y L11J -re) ....__ i A1-Y�.OP -- 6 P/A.INITING -- C"tl6Get:.I_AJ T;RAe a.;GI .�..� .. -''�. i• = ..:! : ;/ .:t,R.li�u, dt'vl.x:'_ - .'.... _'v�."- „a..,..c „__, .t~ ':+ t,'•. -..... r r ,.:fi} is ._r,a, ::rr4:.,rt_:;:L>t'•`3+f`- aNctilt.ara WortS.: ..... Ian , aplowTS __ ----- --- ver _ - 1 , i ` .. ls ..`:;•�....:;..,. PAVING A"'G ' ' i yII A ' , �' ' {1` �' etc. --- _ ;41 Out-IF /°Ut �a�r : i%SSi;' ..:: -iS1„ 3•'.r..: a.;�.. , .. . -. <:.... t...:v r...F.: , .P,31''•1::<.: w GZ JtA:',�:..,.ts`iih :'� �.....:..x k�`. - ;.. z1 i 01.4 Tai.li ffrita ti rtor. . <�.....:. r:.:_...,a .. _, -<.a.. ,........., -.. r>•>,.- .sir._:,._:..;; 4 'T r k3 `L ," ) g. Ci 11.40. ��L l.�l�,d I i u :;c • �; ;,.,cam - � N-m.t.p.:,-ac) 7-0 tairtz,i !c"Tre:A.4sui,ir,ortt...4-5.-nck, vm Mme- A� H ...- .:.I t�l " Ac, 1.1 ( --p .�t~J � LJL .A. I Jc NANtL e (IicLUIF .. s ) . -C. aSr : L. coi+ .)r,�>4C 11111111 111111111 1111111111111111111111I 1:11 j ll ij111�I , 1 1(lll (f, li jll ia +tif l i (t i j (i ii I i►' I i I i i aL I II i hill IIJIIIIIIII'IIIf IIl Il li li IIIil iliiiiililIlillII p I.1H31NCH 1 2 3 4 5 6 7 8 9 10 11 14ADEINOER3 AN11 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. I 0E Iz 8c: G 9z G 4 7z CZ zz tz U? 61 et LL 9L s1 tit et z1 a p 6 e G 9 G C Z I WW 0 ill�llIIIIIIIi�IiII�IIIIIIIIIIIIIi! IIIII,,, I! IIlIIIiIIJIlililll !IIIIIIIII!Iliil v • O el,; s .'v'�T - %'1C "..;' =�► (46.1J cro W.. E NO / • 'r : �L Ccr f - 4 4 Z. ) kA 4--i ',AC _ _ _ - Pe- mss#-! G H ,s1 - rr C.- tiff' vA JuMcL E _ 54 Fes, LI 1 - D eE t . c / AeC ALL v./o a 4C r ki c DeANA./114 C tz v t tit c FOC F- c-lr Pe-4Z Pv2M.6trJ - -- 4 c,oi..tpt..F- -n ©Ol wA/CX2+‹ AT Wr-Alis 3 ce.►.4 eI2.t, co KITZ AC-T521?.. i It.J 19: X OF" D i'A W 1L! 66 CITY OF TUKWILA • APPROVED RECEIVED CITY OF TUKWILA DEC 1 2 1989 PERMIT CENTER B.P. OIL COMPANY 33305 FIRST WAY SOUTH BUILDING B, SUIT 100 FEDERAL WAY, WA 98003 -6259 PHONE: (206) 838 -2121 FAX: (208) 874 -8261 INQUIRES REGARDING THIS PROJECT ARE TO BE OIRECTED TO: PROJECT ENGINEER: MR. MIKE STANDLEY • • I' I 6i! { • ro LAMM 1.01 .: A. Provide shoring, bar trs and railings as required by law or regulations for the protection of employees, the public and adjacent property. 6. Close open ends of abandoned underground utilities which are indicated to remain in place. Provide sufficiently stroog closures to withstand any hydrostatic or earth presort which may result after end% of abandoned utilities have been closed. C. Properly barricade, protect and maintain any open trench or excavation to prevent accidental or unauthorized entrance. 0. Referenced Publications ASH 0646 ASTM 01556 ASTM D2049 593G!l 06/07/89 Moisture- Density relations of soils using 5.5-1b raaeeer and 12 -in drop. Density of soil in place by the sand -cone method. Relative density of coheslonless soils. ASTM 02167 Density of toll in place by the rubber - balloon method. 1.02 SITE CLEARING: A. Site shall be cleared of any improvements or obstructions within the entire area to be developed or as shown on the drawings. For example, foundations shall be removed to a minimum of three feet below grade. The site shall also be grubbed free of all sod, roots. or any other similar materials. Trees up to 24° diameter shall be grubbed to a minimum of two feet below grade: tress exceeding 24° ' diameter shall be grubbed to a minimum of three feet below grade. All trash and debris shall be removed from the site prior to placing any fill, concrete or paving. 8. The Contractor is responsible for locating all underground plumbing or electrical lines. Cooperate with utility companies to maintain utility lines in continuous operation. No disruption of utility services shall be allowed without Owner and Utility Company'epproval. C. Any existing utility services or underground lines exposed by excavation or grading shall be protected and the proper utility company notified. 0. Demolish and completely remove from the site any existing underground utilities which are indicated to be removed. Coordinate with utility companies for shut -off of services if lines are active. 8. Excavations for Piers: 1.i Drill holes straight and true at the locations and to 6epths shown. Actual location of the piers shall not deviate from the location shown by more than the tolerances hereinafter specified. 2. When concrete is placed directly against the excavation. do not allow the hole to dry out. If necessary, re- dampen the walls of the excavation without allowing water to collect at the bottom. Plate all concrete the same day as holes are excavated. 3.03 ALG}iMEMT TOLi'R_akCt'c+ A. Location: The maximum allowable variation of the center of the top of any pier for the required locations, shall be four percent of the shaft diameter or 2 inches. whichever is less. The shaft shall not be out of plumb by more than 5 percent of shaft diameter, or 4 inches in its full height. whichever is less. erg Size: Provide piers having a minima shaft diameter equal to that shown. 593G/7 e 3.04 pLACIUG CONCRETE: Coq,iy with Concrete Specification. 06/07/89 E. Exposed surfaces of curbs and retaining walls shall have a smooth finish. Remover fins and projections. patch defective areas with cement grout. aqd rub with carborundum brick and cement mortar to a smooth uniform texture. F, Concrete paving outside property lines shall be the thickness shown on drawings. except where stricter requirements ere indicated by local building codes. Local building codes tha1l take precedence. 1.08 Beene OF U.EMer r$ETE SURFACES: Do not patch defective concrete until examined and approved by the Owner. Mere so approved, make repairs in accordance with detailed instructions given by the Owner. 1.09 593G/13 05/07/89 C. Corrective Measures: If the above tolerances are exceeded, the Contractor shall design and furnish additional or corrective construction to compensate for the discrepancy at no extra cost to the (Amer. The corrective construction shall be submitted to the Owner for review prior to its execution. fSEI: A. Contractor shall provide construction, expansion, and control joints as indicated or required. 0, Construction joints shell be used whenever placing operations are interrupted. These joints shall be keyed and located so the strength and appearance of the structure Is not impaired. C. Expansion joints shall be installed as indicated on the drawings. Flexible joint filler shall be minimum 1/2 inch thick preformed sponge ribber (ASTM 01752) or approved equal. Joint filler shall extend full depth of the slab. D. Control mints shall be installed as indicated on the drawings. These joints shall be achieved by making construction joints or by sawcutting the concrete. The minimum depth of sawcut joints shall be one- fourth of the slab depth plus 1/4 inch. Cutting shall be timed properly with the set of the concrete. It shall be started as soon as the concrete has hardened sufficie,wtiy to prevent aggregates from being dislodged by the saw, and shall be completed before shrinking stresses become sufficient to produce cracking. E. Mhera trenches cross existing concrete slabs. the Contractor shall sawcut the concrete to a sufficient depth so a straight, square edge is formed on both sides of the trench. New and existing concrete shall be doweled together with 04 reinforcing bars at forty -eight inches on center (stagger each side at twenty -four Inches). 1.10 SURFACE MARLED All concrete work shall receive two applications of a mixture of 50% boiled linseed oil and 5070 mineral spirits. Each coat shall be applied at a rate of 400 square feet per gallon with a roller. A spray application is acceptable if overspray can be prevented. The first coat must be dry to the touch before the second ccat is applied. 1.03 =W SW A. In performing the excavation, the Contractor shall retain sufficient clean earth for all backftlling or grading. B. Excavations for foundations shall be carried to depth shown on drawings or deeper, if necessary, to attain proper soil bearing value, Deeper foundations shall be approved in writing by the Owner and shall conforms to all governing codes. C. Protect excavations from the accumulation of surface water. Provide for dewatering of excavations. Allow excavations to dry to optimum moisture content before concrete work or backfill Is commenced. Refer to Section 1.05. 1.04 .MIDI ST 80RINGS: A. If conditions warrant, the Owner will have soil test borings and soil report prepared. Ctpy of borings and pertinent information from the report would be included and made a part of these Specifications. Contractor shall carefully review this information. No additional compensation will be considered for excavation of any type material that is indicated as being present in the soil boring. 593G/2 06/07/89 1.01 MAIEBIAIS• 593G/8 06/07/89 5935/l4 06/07/89 D. Excavations for piping shall conform to limits, depths and materials shown on the drawings and to governing codes and regulations. E. Sheeting. sharing, or bracing at any open trench shall be provided by the Contractor. He shall submit sue, design to the Owner sealed by a Registered Engineer. F. In cut areas located under pavement and foundations, Contractor shall scarify existing soil to a minimum depth of 4 inches and then recompact as backfill per Section 1.05. G. Contractor shall remove existing topsoil from area to receive paving and foundation work unless these areas are indicated to receive more than 3 feet of fill. In no case shall the Contractor use untreated or stabilized topsoil as compacted subgrade material under paving or foundation structures unless specifically approved by the Owner. Topsoil shall be stockpiled for re-use in landscape areas. Appropriate soil conservation measures shall be taken. H. If in the opinion of the Owner, unsatisfactory soil materials exist on the site, the Contractor shall remove such materials after written approval from the Owner. The Contractor shall replace these unsatisfactory soils with an approved structural fill. A. Cement: -.. -..•Y • .mar ••• v••••R., .a.... ••••• "P. ••••• .+. ' . .l".••••••••••••M1..1 IW`.V.w.... B. Admixtures: E. Metal Reinforcement: 1. Hydratite Plus 2. Omicron Hortarproofing 3. Hydrocide Power C. Mortar color shall be natural Owner. MOM 1. An approved standard brand Portland Cement conforming to ASTM C150. Type I normal strength or Type III high early strength. 2. Air - entraining cement shall be an approved standard brand Type IA Portland Cement which conforms to ASTM C150. 1. Air - entraining admixtures shall confore to ASTM 0260. 2. Any other admixtures must be approved in writing by the Owner prior to use. Chemical admixtures shall conform to ASTM C494. C. Aggregates: 1. Concrete aggregate shall conform to ASTM C33. 2. Fine aggregate shall consist of natural sand having clean, hard. strong, durable, uncoated grains. It shall be free from injurious amounts of dust. lumps, soft or flaky particles. shale, alkali. organic matter. or other deleterious substances. At least 95 percent of the fine aggregate shall pass through a No. 4 sieve and not more than S percent shall pass through a Ho. 100 sieve. In addition, not more than 45 percent shall be retained between any two consecutive sieves. 3. Coarse aggregate shall consist of crushed stone or washed gravel having clean, hard, strong. durable. uncoated particles free from injurious amounts of soft or flaky pieces. alkali. organic matter. or other deleterious substances. Coarse aggregate shall be a maximum of 1 -1/2 inches. with at least 95 percent passing a 1 -1/2 inch sieve. Not more than 5 percent shall pass a No. 4 sieve, O. Nater: Water used in mixing concrete shall be clean and free from injurious amounts of oils. acids. alkali. silts. organic materials. or other substances that may be deleterious to concrete or steel. 1. Reinforcing bars shall be deformed bars : onforming to ASTM A615, Grade 60. 2. Bars shall be held In place by 18 gauge or heavier annealed iron wire. BRICK MASONRY PART 1 - .0 HERAJ. 1.01 1=1112n1/6-1X-Hare. A. This section includes material specifications and installation requirements for non -load- bearing masonry walls in landscape areas. These walls are not intended to be retaining walls. A maximise grade difference of six inches across a wail is permissible. 8. h'ork of Related Sections: 1. Earthwork 2. Concrete E4RT 2 _P.EXA C I 2.01 =et A. Clay and shale common brick shall conform to ASTM C62 except that brick absorption shall be between five and twenty-five grams of water absorbed in one minute by a dried brick set flat side down in 1/8 inch of water. Bricks shall be Grade lei (mledium weather). B. Tile Contractor shall submit a sample of five units for approval by Owner. 2.02 EQUAL; A. Mortar shall conform to ASTM C270. Type M. 8. Mortar shall be composed of one part Portland cement type 1 (ASTM C150). one part lime (ASTM C6), and six parts sand (ASTM C144). Mortar shall also contain a waterproofing aemixture. The admixture shall be one of the following. by H. R. Grace and Company by Master Builders Company by Sonneborn Building Products. Inc. unless specified otherwise by the 2.03 FEIHFORCrt to Hall reinforcement shall be truss design, 8 gage welded steel wire with 0.8 ounce hot -dip ainc coating (after fabrication). Hidth of reinforcement shall be 1 -1/2 inches to 2 inches less than the wall thickness. The reinforcement shall be Dur -O-Wal or approved t4ua1. 1.05 ISUS: 593G/3 06/07/89 593G/15. 06/07/E? amousgracommormaremairarielossor 8. In th; event that solid rock over one cubic yard in volume or other sterials not indicated on the soil report are encountered, eeeee cost for this excavation will be allowed after written approval by the Owner. extra cost will be in accordance with unit prices quoted in bid with quantities to be approved by the Owner. Mere installing pipe or conduit, excavate or remove rock tt a inches Moir required elevation. Backfill with crushed stone or gravel. A. Areas under paving and buildings shalt be rolled with a sheeps -foot roller for soile containing clay or silt (i.e.i cohesive soils), and with either a 3 -wheel 10-toil vibratory roller or 7 -ton tractor for sand and gravel soils (i.e.: ceih:sicniess soils). Fill with cohesive soils shall be compacted to a density equal to 95'% of standard proctor density s determined by ASTN 0696. Fill with coheslonless soils shall be compacted to a density equal to 6511 of relative density as determined by ASTM 02049. Field density tot cohesive soils shall be determined by the sand tone method (ASTM 01556). Conversely, the field density for cohesionless soils shall be determined by the rubber ballot method (ASTM 02167). The Owner may employ an independent testing laboratory to make any test or inspection to show compliance with those specifications. If such special testing reveals a failure of the Work to cooly with the requirements of the Contract Documents, then the Contractor shbil bear all costs thereof. Otherwise the Owner shall bear such coats. I I B. Before compaction, moisten or aerate each layer of backfill as necessary to provide optimum moisture content. C. No cinders, ashes. orgaoic matter. or rubbish will be permitted. Fill shall be placed in layers not more than 8 inches in loose depth. D. Backfili for underground storage tanks is specified on the tank installation drawing. E. Contractor shall not backfill trenches until all testing required by applicable codes is conducted and approved. F. Product piping and vent lines shall be laid and continuously supported on a 6° compacted bedding of clean sand. No piping shall be supported by blocks or planks. Trenches shall be backfilled completely to the underside of paving with clean sand. Backfill shall be compacted by manual or power tamping to obtain the required compaction. Refer to piping detail on the tank installation drawing. 3. Welded wire fabric shall conform to ASTM A185. It shall be 6 x 6 - W2.9 x 112.9 unless specified otherwise on the drawings. F. Non - Metallic Mon - Shrink Grout: Pre - mixed, nonmetallic, non - staining product containing selected silica sands, ASTM CISC Type I portland cement, and shrinkage compensating agents. Acceptable grouts are Embeco by Master Builders and Five Star Grout by U.S. Grout Corp. 1.02 HIX iDESTGIi: A. The minimum 28 -day compressive strength of concrete shall be 4,000 psi. Hpp less than 6 bags (564 pounds) of cement shall be used in each cubic yard of concrete. The maximum water cement ratio shall not exceed 0.44 (5 gallons /bag of cement). 8. The concrete shall have a maximum 4° slump when tested with a standard sigee cone (ASTM C143). If the above concrete develops a consistency of difficult workability. then a superplasticieer admieture may be used when approved by the Owner. Do not add water to 1a crease slump. C. All concrete to be finished including foundations, walks. pavement. curbs, and retaining walls shall be air- entrained. Entrained air in concrete shall be a minimum of 5% and a maximum of 7% by volume. The air content shall be measured at point of discharge into forms. 0. Contractor shall submit a mix design for approval by Owner at least two weeks before concrete work begins. Design shall detail all constituents and gradation. The concrete shall conform to °Standard Specification for Ready -Nixed Concrete° (ASTM C94). E. Contractor shall assure the that the concrete meets specifications by furnishing batch tickets when the concrete is delivered to the site. 1.03 ENO PLACING CONCRETE: A. Mixing and placing concrete shall conform to °Building Code Requirements for Reinforced Concrete° (ACI 318). 8. Conveying: Concrete shall be conveyed from the mixer to the place of final deposit by methods which will prevent the separation or loss of materials. C. Depositing: 1. Concrete shall be deposited as nearly as practicable in its final position to avoid segregation due to rehandling or *flowing. Use chutes, bottom dump buckets, or other method approved by the Owner. Concrete shall not be spread horizontally using vibrating equipment. 593G/9 05/07/89 EERT 3 - fYE(11TIOfi1 3.01 LAYUG BRIG(; A. Brickwork shall be supported by a concrete veil footing as indicated on the drawings. Design bearing pressure is 2000 psf. Contractor shall advise the Owner if the actual bearing pressure is less than 2000 psf. 8. All brickwork shall be plumb, square. and true to dimensions. Two wythes brick walls shall be laid in a running bond with a top rowlock course. C. Brick shall be laid with shove Joint in full mortar beds. 3/6 inch Joints shall be finished with a concave pointing tool. This tool shall be applied to a manner which compacts setting mortar and forms a close continuous contact with the brick. D. HoriznntaT reinforcement shall be installed so the side rods are fully engaged in the mortar. Contractor shall install reinforcement every third course. E. All brick w`rttich requires' cutting or fitting shall be cut accurately to site with a motorized Fart'oruedee or diamond saw. F. All brick shall be thoroughly wet before laying. but brick laid in freezing weather must be protected from the formation of ice. 3.02 CLEA ILUE: A. Major spatter and droppings shall be removed from exposed vurfaces as the work proceeds. 8. Upon completion, all exposed masonry shall be thoroughly cleaned with stiff brushes and water. In extreme cases, a dilute solution of muriatic acid may be used for cleaning brickwork, but it shall be proceded and followed by a copious bath of fresh clean water. • r • ••./ ,..w.`r. - ti • 4....... r.W.MYw�.Yi ow.•••••••••••re 593G/15 05/07/89 1.06 GgADIS: A. Uniformly compact backfill and grade areas to indicate slope with a tolerance of 1/2 inch above or below required elevation. 1.07 JROTECTIQJ: A. Protect newly graded areas from traffic and erosion. Repair, regrade and recompact grades In settled, eroded and rutted areas to specified tolerance. 593G/4 06/07/89 D. 593G/10 06/07/89 C. Electrical conduits shall be laid on a 4' compacted bedding of clean sand. The sand backfill shall envelop all conduits and continue to a depth of 4° above the top of conduits. Voids between conduits are not permitted. Clean earth may be substituted for sand when the trench contains only one conduit. N. Compressed air and potable water piping shall be laid on a 4° compacted bedding of clean sand. The sand backfill shall continue to a depth of 4' above the top of the pipe. I. Sewer piping shall be laid and continuously supported on a 6° compacted bedding of gravel or crushed stone of which 100% will pass through a 1/2 inch sieve. The bedding shall be shaped for clnaraLee of all joints end fittings, tamped in plats, and graded evenly to insure uniform bearing for the full length of the pipe. MG piping shall be supported by biocks, planks, or Hounds of bedding material. WWII only after piping and appurtenances have been inspected, tested and approved. Backfill around the pipe to a depth of 12" above the top of the pipe. Use gravel or crushed stone of which 1001 frill pass through a 1/2 inch sieve in layers not exceeding 6' thickness, taking care net to disturb the pipe Or injure any pipe Coating. Place backfill from 12' above pipe in layers not exceeding 8° in depth. Backfill material shall be free of stones larger than 3 inches in diameter, non - corrosive and non - organic In nature. Material shall be granular and seclude all cinders, building materials. waste and rubbish. Do not use frozen or semi-frozen backfill material. 3. The Contractor shall remove all debris from landscape areas to b depth of two feet and then backfill with clean soil. Those areas shall be beckfilled to within 6 inches of grade. Where curbs exist. backfill to 6 inches below top of curb. Landscaping work shall be performed by others. It includes backfilling landscape areas to grade with 6 inches of topsoil. E. Hot Weather Requirements: 1. Follow requirements of ACI 305. 2. During hot weather, steps shall be taken to reduce concrete temperature and water evaporation by proper attention to ingredients, production methods, handling. plating. protection, and curing. The preferred protection is a covering of kraft paper (ASTM C171) for a period of twenty -four hours after placing. PART) - GENERAL 1.01 affIfl TI I�x: A. Asphalt Surface Course: The top course of an asphalt pavement, sometimes called an asphalt wearing course. 8. Asphalt Intermediate Course: The Course located between a base course and an asphalt surface course. The intermediate course is sometimes called a binder course. C. Base Course: The layer of material immediately beneath the intermediate course for a Type °A° pavement or beneath the surface course for a Type °8° pavement. 1.02 ffekeljllecenUrd A. Type °A': Surface Course a 1 -1/2° inter" :ate Corse a 2° Base Course a 0--- Total '9 -1/2° 6. Type °B °: Surface °nurse a 2' Intermediate Course a None Base Course a 5,° Total 8° C. Selection of Type °A° or Type °8° pavement design is specified on the plot plan. Dimensions represent minim;/ compacted thicknesses. D. If state requirements vary from this specification, teen state codes shall take precedence for approaches in the right -of -way. eAE�..'s_ %.E • 2.01 BASE TU{iS6: 2. The concreting shall be tarried on at such a rate that the concrete is at all times plastic and flows readily Otto the spaces between the bars No concrete that has partially hardened or been contaminated by foreign materials shall be deposited in the structure. nor shall retempered concrete be us 3. Once concrete work has begun. it shall be carried on as a continuous operation until the placing of the panel or section is completed. • 4. All concrete shall be thoroughly consolidated by suitable means during placement, and shall be thoroughly worked around the reinforcement and embedded fixtures and into the corner: of the forms. Cold Weather Requirements: Follow requirements of ACI 306 and the following: 1. Adequate equipment shall be provided for heating the concrete materials and protecting the concrete during freezing or near - freezing weather. All concrete materials and all reinforcement, forms, fillers, and ground which contact the concrete shall be free from frost. Mo frozen materials or materials containing ice shall be used. 2. Concrete delivered in cold weather shall have the applicable minimum temperature as follows: Air Temperature Minimum Concrete Temperature Oea. Fehr. Dea_ 1 30 - 4S 0 -30 Below 0 3. Concrete shall be maintained above 50'F and in a moisture condition for at least the first seven (7) days after placing. 4. The maximum temperature of concrete produced with heated aggregates, heated water. or both. shall at no time during its production or transportation exceed 90' F. ASPHALT_ PAYING 60 65 70 A The aggregate shall be clean, tough, durable crushed limestone or crushed air- cooled blast furnace slag from a ninimum size not less than one (1) inch to the m:01i0um size not more than two (2) inches. with a sieve analysis tolerance of ten (10) per cent on both maximum and minimum sizes. Aggregate shall weigh not less than 90 pounds per cubic foot for limestone and 70 pounos per cubic foot for crushed slag when shaken to refusal. B, The screenings shall consist of the same materials as specified above for coarse material, free from Bart or other foreign substances. This material shall not exceed a maximum size of one -half (1/2) inch end all smaller sizes down to and including dust. I I I ( I I I I I I ( �' ) IJ� IIi III (}1 ,L�1 ,. .)./ { ...J; .: !R � l :.) " �� :see : .. s es y t•"f 'i Pi; ( 1,I I Dili) IIIiIIIIIIIIIIIIIIIIIIIIIIiII�III1 Iji 1111111 1 0 10 MS INCH 1 2 3 4 15 6 7 8 9 10 11 MADEINGERIW V 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 0€ 6n BG LZ 9Z SZ 4 7z CZ ZZ lz Oz 61 81 LI 91 Si +il EL Zl II 01. 6 8 L 9 S e e I " O I IIIiI I II IIII I I I III !IIIII ,.... .. I .,.... . I I ...........I....1....1....1_...I....I- - I I 1111111111 1 1 i rinlilllnliullnnllnillllililnli111111111111IIiLII1iII1Ini111 ,111 lllll;j ►1 I I I 1 593G/17 05/07/89 PART l - GENERAL 1.01 QLSCI =. MA _R 1.03 ZOISDEQIT.IOiiS: A. Concealed Subsurface Conditions: Variations with conditions shown on the soil report shall be adjusted as described in the General Conditions and Section 1.04 of the Earthwork Specifications. 593G/5 06/07/89 1.04 A. Forms for all contact faces shall be dressed lumber or manufactured forms. They shall conform to the shape, lines and dimensions of the member as specified on the drawings. B. Forms shall be substantial and sufficiently tight to prevent leaks. They shall be properly braced or tied together to maintain position and shape. C. Prior to pouring the concrete, all debris shall be removed from the formwork and the forms shall be wet down. No concrete shall be poured if the subgrade has water standing or is muddy. D. Forms shall be removed in such a manner as to ensure the complete safety of the structure. Where the structure as a whole is adequately supported. the forms may be removed after 24 hours provided the concrete is sufficiently strong-to carry its own weight and all other construction loads which may occur. 1.05 ELINfORCEUENT: A. Metal reinforcement shall be free from loose flaky rust, mud. oil, or other coatings which will adversely affect bonding capacity. B. Reinforcement shall be accurately placed and adequately supported by concrete masonry units or other approved spacers. Reinforcement shall be secured against displacement within tolerances as specified in °Building Code Requirements for Reinforced Concrete° (ACT 318). C. Welded wire fabric shall be installed in lengths as long as practical. The minimum overlap length measured between outermost cross wires of each fabric sheet shall not be less than one spacing of cross wires plus two inches. 1.06 FQI tMAIIONS • A. Exposed surfaces shall have a smooth finish. Exposed edges shall have a 1• chamfer. 593G/i1 06/07/89 moo: 2.02 ASPHALT INTERMEDIATE COURSE: The appropriate hot -mix designation for each state is specified in the chart at the end of this specification. 2.03 ASPHALT SURFACESOURSE: The appropriate hot -mix designation for each state is specified in the chart at the end of this specification. 2.04 Mum: The tack coat shall consist of one part water to one part SS -1 asphalt emulsion. It shall be applied at a rate of 0.05 to 0.15 gallons per square yard. 2.05 3RMJC MARKJ,E(G„: Glidden °Traffic Zone Paint', Sherwin - Williams °Pro -Mar° Series 836. or approved equal. Color shall be selected by Owner. PART3-12; 11.7 3.01 EQUIPMENT: Equipment used shall be of the type, size. weight and shape best suited to obtain uniformity, density and shaping as required by the plans and specifications. 3.02 A1HE3 1+IHITATI�tS: No paving shall be ins talled when the temperature is below 50' F or when the surfaces cont frost or an excess of moisture. 3.03 PB.EpA?IQb A. The subgrade width with a roller weight for unstable compaction. specified in R. m°•••••w••• w..IIIIMSsee r:. -• f 1..+,.7 � 1 f aL +tom.,: v.. r io. w - DRILLED PIERS A. Mork Included: Fabrication and placement of temporary steel casing for drilled piers. Temporary steel casings shall be used if required by soil conditions at the site. No extra charge shall be paid by the Owner for use of casings. York of Other Sections: 1. Earthwork 2. Concrete MA tUTY AMRANC+ Examination of Site: Examine the site. the drawings. records of existing utilities and construction. the subsurface exploration reports prepared by the soli testing laboratory and the soil samples to determine all conditions under which the caissons will be installed. Bottom Elevations of Piers: Construct piers to the bottom elevation estab'.ished by the Owner on the site. Codes and Standards: Comply with the requirements of the °Building Code Requirements for Reinforced Concrete° (ACI 31R). Methods: Use equipment of adequate capacity and provide methods approved by the Owner for pier construction procedures. Employ only labor and supervisory personnel experienced in this type of work. Protection: The Contractor shall provide a protective cage or casing for inspection and testing of all piers and to orotect workmen during hand excavation or other operations requiring entry into shaft. Holes shall be covered and protected. with casing in place, while tests are being made. F. Document Precedence: In case of conflict between contract documents including Architectural Drawings. Structural Drawings and Specifications, the Contractor shall notify the Owner prior to submitting proposal. In case of conflict between the Structural Drawings and Specifications, Structural Drawings shall govern. D. Splices in deformed reinforcing bars are not permitted unless approved by the Owner. E. When approved in writing by the Owner, synthetic polypropylene fibers may be substituted for welded wire fabric as reinforcement in ail slabs on grade except approaches and the slab over the underground storage tanks. Acceptable manufacturers are Fibermesh or approved equal. Fibers shall be nixed per the manufacturer's recommendations (approximately one pound to one and one -half pounds of fibers per cubic yard of concrete). shall be properly prepared and roiled over the full roller of suitable weight (preferably a three -wheel ng 10 tons) before placing the base course. Check areas and areas requiring additional material and Feplace,unacceptable areas with new material as Earthwork Specification. When abutting existing paving, a joint shall be cut to a RECEIVED sufficient depth so a straight. square edge is formed. CITY OFTUKWILA -r .n PERMIT.CENTER DEC 1 2 19&9 1.04 2111UI71tl.S: A. Sequence of Installation: Submit a proposed method and sequence of installing reinforced concrete for review before delivering any material to the jobsite. Prepare tLe sequence to avoid delay of, and damage to, the work of other trades. 8. Shop Drawings: Include procedures for concrete placement, diagrams, schedules. and complete details of reinforcement. Do not begin operations before drawing review by the Owner. ART z t PR(1DU TS 2.01 lE tRIAI 4: porary wit handling stresses due to concrete, water, earth, and A. Temporary Steel Casings: Casings shall be of sufficient strength to surcharge pressures. Diameter of casing in relation to diameter of excavation shall be such that void space outside casing in minimized. 8. Reinforced Concrete: Comply with Concrete Specifications, PART 3 - EXE1f t'I0N 3.01 INSPECTION: A. Examine substrates, adjoining construction, and conditions under which the work is to be installed. Do not proceed with the work until unsatisfactory conditions detrimental to the proper and timely completion of the Work have been corrected. 3.02 C AINK: A. Machine -tug Sections: 1. Pier excavations may be done with rotary rigs. Use temporary steel casings. if necessary, to prevent cave -in of soil and to reduce water seepage. Continuously advance casings by an approved method to the level of the excavations. 2. Withdraw casings of shaft that is filled with concrete. Casing should be retrieved at a ealform rate and with a controlled force. Maintain a minimum of 5 ft. of concrete head above the t bottom of the casing as it is extracted. 593G/6 06/07/89 SCALE LATE BP OIL COMPANY RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 STANDARD .5P ECG.F ICATIONS DWG. NO. 73 P. - 7• REVISIONS: G ti 207...+ ..110.,...... ...- ,64,4,7..e•SAME MACE BY crircimO BY /4 1.07 59?G /12 06/07/89 A. The subgrade or base shall be sprinkled and thoroughly moistened prior to concrete placement. No concrete shall be poured if the subgrade has water standing or is muddy. 8. Concrete shall be poured monolithically within limits of expansion joints shown on the drawings. C. All walks and paving shall be wood floated, wood troweled and then lightly steal troweled to secure a semi - smooth surface. Surface shall then be broom finished to match approved sample. D. Islands for dispensers and amenity units shall have a steel towel finish. Elevation tolerance for these islands shall be e 1/4 inch. E. Drilled Piers: 2. 8. Foundation depths shall be increased if required by frost line conditions or local codes. Any additional depth requirements shall be approved by the Owner before pouring. C. The top of foundations shall be poured within * l/4° of the elevation shown on the drawings. D. Anchor Bolts: 1. The tolerance for horizontal alignment of anchor bolts shall be ) /8 °. The tolerance for vertical alignment of anchor belts shall be I 1/8° out of plumb. 1. Do not begin placing of concrete until the excavation and reinforcing steel for the entire unit has been completed, inspected and approved by the Owner. the bottom of the pier shall be cleaned and sealed if seepage of water exists. All water shall be removed just prior to placing concrete. 2. Place concrete immediately after mixing, and in no case more than sixty minutes after water has been added. Place concrete continuously in each pier to top of shaft. In no case suspend the placement of concrete in the drilled pier, once started. for more than thirty minutes. 3. The top 5 feet of the concrete in the shaft shall be thoroughly vibrated and excess water removed. HALES. PAw/rll1. CURBS AND WA F S: CITY OF TUKWILA APPROVED FE'_ iQO® BUl DI G I ISION i . 7 ' 1;7;7 7 1 • I BP OIL COMPANY RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBUC SQUARE CLEVELAND, OHIO 44114 .5TA ND/\ R D 5 PECIFICJ\TICAS DWG, NO. I - -2. OATE '7'? -'- - REV. REVISIONS: MADE SY CHECKED i� , , / K DATE 593G/18 06/07/89 3.02 3.03 5930/24 06/07/89 5930/30 06/07/89 c Neon a .etr'y wet, unstable subgrade condition exists, a 9eotext:'ie fabric should be placed on the subgrade before tnstallitn9 the aggregate base. The Contractor shall obtain written approval from the Owner before proceeding with this work. eine cost to furnish and install the geotextile fabric shall as listed es a separate item in the Contractor's bid. This ferric performs a separation function by preventing fines from otemping up into the aggregate base. Fabric panels shall overtaa: a minimum of two feet. Acceptable noiwoven fabrics include. Tppar 3401, Trevlra 51114, Supae SNP, or approved equal. 3.04 ' agl : Tire coarse *Wept of the base course shall be spread evenly upen the preparersm subgrade in sufficient quantity to for a compacted depth of site (6) inches. This course shalt be rolled with a three -wheel waver roller weighing not less than ten (10) tons. Rolling shaall continue until the stone is locked and does not creep or rave aheeed of the wheels. Sufficient screenings shall then be applied ta.itompletely f111 the voids and the base course again rotted, addsitr3 screenings as required. Rolling shall continue and additional screening shall be applied where necessary until the coarse satecriat 1s well bonded and firmly set to produce a rough granular surrface. 3.05 TACK OAT: If the asphalt interaediete course hat been used by traffic and is in a worn Gvndition. then it shall be cleaned and coated with a tack coat befor* applying the asphalt surface course. 3.06 ASPHALT cavaRnE COURSES: The prepartire base course shall be cleaned of all foreign substances before aoai•.yinq the asphalt concrete courses. Before starting to roll the oau+event, the roller wheel should be well swabbed with a mixture of tea -half kerosene or fuel oil, and one -half water. Each premixed asrpnalt concrete course shall be spread to a uniform loose-fill thickness and rolled with a 10 -ton. three -wheel power roller. Thee finished surface shall be uniform. free from ruts or irregularitetea In contour. and true to the established grade. It must ;restart a smooth riding surface. 3.07 QUALITY A. ral.'6AJre: A. The paveaseeat surface shall be constructed such that adequate drainage r;. achieved. The Contractor shall upon completion of,,p�ach section of paving, make a water test for drainage at the discretion of the Owneer. Any portion where water stands shall be reworked even to the point of replacement so that it drains properly to the satisfacticen of the Owner. All pipes%ia ;? be cut off even and reamed full bore. Threaded Pipe Joints: Threads shall be cut smooth, true and full standard .ize. Cut threads so no more than three threads remain exposed after the joint is made. Ream all pipe ends after cutting and clean vefore installation. Use a non - hardening. Teflon -based thread *elegant applied to the male threads. Teflon tape is not acceptable°. 3.04 Soldered Pipe Joints: Remove all slivers and burrs remaining from the tube cut by reaming and filing both pipe surfaces. Clean fitting aria tube with emery cloth. Remove residue from the cleaning operation. apply flux. and assemble joint. Solder shall fill the joints by capillary action. Solder shalt cover the joint periphery. Wipe joints clean. 3.05 Above crowd pipe shall be supported every four (4) feet and at all changes 1:e direction. Underground pipe shall be continuously supported:. 3.06 All piping systems shall be cleaned and flushed out prior to operation, 3.07 No part of the work shall be covered until it is inspected. tested, and approved. Testing shall empty with all governing state and local codes. Potable water system shall be hydrostatically tested at tine pressure for a duration of one hour. 3.09 Compressed atr system shall be pneumatically tested with air at 200 psiq for a duration of one hour. The Contractor shall gradually increase me pressure to not more than one- Quarterof the test pressure: then the pressure shall be increased in steps of approximately one -tenth of the test pressure unttl'tha required 200 prig is reached. All joints shall be examined with a soap and water solution. Equipment and in -line devices such as the regulator and fill valve shall be protected from the high test pressure. 1.03 Sj jl xat aaaG_ 8e1RIA DE l 4ND SPArING. A. Ail underground site conduit shall be buried a minimum of 24° below finished ghede. Right angle sweep elbows must be used at the base of each riser - no gradual rise of conduits to surface grade is permitted. 1.04 nrrI, r_MD PATOING: r A. Cutting and patching of other work to accommodate the installation of electrical work is permitted. See Concrete or Asohalt"Concrete Paving Specifications for pavement repairs. Except as individually authorized by the Owner, cutting and patching of electrical work to accommodate the installation of other or is not permitted. 8. Filling in and finishing the building floor at conduit chase is required after installing all incoming conduits. 1.05 1 tSJi. CIBMdII.IBRING; A. Each 120 volt branch circuit must have its own neutral return conductor - no split neutrals perrsttted. 1.06 IL Mt POWER: A. The General Contractor shall be responsible for installing the .. tenporary supply for use during construction. The use of the supply will be Bade available to the Building /Canopy Erector and any other contractor worsting at the site. The Omer will be responsible for the electricity costs incurred during construction. PART 2 -.z.214411.114.1 2.01 COMM A. For each electrical racearay system indicated. provide a complete assembly of conduit with fittings, including, but not necessarily limited to. connectors. nipples. couplings, expansion fittings.* bushings, locknuts, other components mind accessories as needed to for a complete system of the type indicated. and as required by the i NEC. 9. All conduit shall be heavy wall g8lvanized steel except as noted otherwise on the drawings. Plastic conduit may be used where permitted by code, but under no circumstances !nay plastic conduit be used ?for data wiring. A11 conduit shall be corked or capped prior to complete installation to prevent any foreign matter from obstructing the conduit. All wiring and fittings shall be Class 1. Group O. as required by cods. Ail required seal -off fitting shall be installed, and seal shall be ,poured after testing procedur are complete. C. Conduit runs exceeding 25 felt wire insert to enable the pull in length shall be equipped with suitable ng of a fish tape for additional whine. 8. The surface of the completed work. when tested with a ten -foot straightedge. shall not contain irregularities in excess of 1/4 inch. Defective paving shall be replaced. 3.1)8 HARKING PAYEHENI: Clean surface to remove loose material and dirt. Apply 4-inch wide paint stripes with mechanical equipment to produce uniform straight edges. Apply 2 coats at manufacturer's recommended rates. 3.09 PRQI_._i_i: A. Protect exposed flntshed surfaces adjacent to paving work from becoming disfigured during application of paving materials and from physical damage resulting from contact with paving equipment. Surfaces damaged during thn course of this work shall be cleaned. repaired or replaced by the Contractor at no additional expense to the Owner. 8. 593G/19 06/07/89 5930/31 05/07/89 • 5930/25 06/07/89 Provide temporary barricades to keep traffic off of completed paving work. Barricades shall be left In place a minimum of three days after paving work is ctxipleted. 3.10 c . J tie: Immediately prior to turning over to Owner. remove all trash, temporary wood forms, and other debris. 0lspose of all excess material and rake entire arta smooth and clean. DELERIOEUELIBIVIG 1.01 FlltTfRIALS: A. Owner shall furnish Valspar paint (via BP 011 supply arrangement) for dark gray, light gray. and BP green paints. unless specified otherwise. Contractor shall furnish all other materials. 8. All paint materials shall be delivered to the job in the manufacturer's original container and bearing its label. C. Valspar Corporation is the only acceptable manufacturer for dark gray, light gray, and BP green colors. Acceptable manufacturers for all other materials are Porter. Yenkin- Nejestic. Sherwin - Hilltams, or approved equal. 0. Urethane Paint System Ferrous Metal Prim* Galvanized Metal Prloer Thinner for Primer Dark Gray Finish Light Gray Finish BP Green Finish Thinner for Urethane Finish E. Acrylic Enamel Paint System Ferrous Metal Primer Galvanized Metal Primer Dark Uray Finish Light Gray Finish BP Grew Finish 13 -F -28 Solvent -Based Metal Prleer 42 -F -106 Water -based Acrylic Enamel reduced 25• vith clean, fresh water 7•.T -33 20 Series Alkyd Enamel V40 -F -)0S Urethane Enamel V40 -G-102 Urethane Enamel 7• -T -59 Dr lsnar ca1aL,Cose 13- 11-123 Water -Based Metal Primer 13 -H-123 Water -Based Metal Primer 42 -F -107 Mater -Based Acrylic Enamel 42 -F -106 Water -Based Acrylic Enamel 42 -0-105 Water -based Acrylic Enamel D. Provision for expansion shall be provided by a minimum of one expansion fitting installed in each straight run of conduit exceeding 150 feet in length and at 150 foot intervals thereafter. E. Drains shall ue installed at the bottom of vortical conduit runs exceeding 10 feet in length. F. All conduit shall be rigidly supported from structural members with malleable iron conduct clamps. not to exceed 8 feet on center. "All thread° is not acceptable for mounting, use U -bolts instead. G. Conduit Specifications: Conduit: Provide cordutt and fittings as indicated. 1. Rigid Steel Conduit: ANSI 0 0.1, hot-dipped galvanized. 2. Rigid Steel Conduit Fitting :: ANSI 080.4. Flexible Metal Conduit: 1. Liquid -tight Flexible Metal Conduit: Liquid -tight flexible metal conduit comprised of single strip. continuous. flexible. interlocked. double - vrapped steel, galvanized inside and outside; forming smooth internal wiring channel; with liquid -tight jacket of flexible PVC. 2. Liquid -tight Flexible Metal Conduit Fettings: Liquid - tight, zinc - coated steel. H. Fittings: Provide fittings as supplied by Crouse- Hinds, Appleton or equal. Fittings shall have rubber or Neoprene gaskets where installed in damp areas. Fittings installed in hazardous areas shall comply with NEC and UL 886. 2.02 BOXES AND A. General: Provide electrical materials and components for a complete assembly as supplied by Crouse - Hinds, Appleton, Square 0, or equal. B. Interior Outlet Boxes: Provide galvanized steel interior outlet wiring boxes, of the type. shape. and stzo. Including depth of box to suit each respective location and installation: constructed with stamped knockouts in back'and sides. and with threaded holes with screws for securing box covers or wiring devices. Provide °gang° boxes amore devices are shown to be grouped. 1. Type for Various Locations: a. General: Furnish boxes to suit the use by taking into account space available, appearance. and Code requirements. 5930/20 06/07/89 ASPHALT SURFACE ASPHALT INTERMEDIATE STATE COLIRSE_j;1 GIIATIOM COURSE DESIGNATION_ Alabama / lx C California Type 8 Florida S -II or Nodlfted III �Coorgia ?ype F Kentucky 402 Maine Massachusetts Gradi G I - 1 Michigan 1100T - 20AA Mississippi SC - 1 New Hampshire Type r New 3arsey I - 5 North Carolina I - 1 Ohio 404 Oregon Class C Pennsylvania ID-2A South Carolina 403 (Type 2) Tennessee 411 -0 Vireinter'.;. S - 4 Washington Class 8 Hest Virginia 401 • FIGURE I SATE tIX OESJMII0P1 Mix A Type A S 2 Modified ' 403 Grading A I -1 700 - 20C 88- 1 Type 8 I.. Ma i 301 Class S ID-2A 311 (Type 1) 307 -8 8 -2 Class E 401 1.02 eRDIE:Lie t_ Contractor shall protect all surfaces which do not require painting. Special protection shall be provided when painting adjacent to items such as Underwriter's labels. hardware. and light fixtures. Surfaces damaged during the course of this work shall be cleaned. repaired or replaced by the Contractor at no additional expense to the timer. 1.03 PREPARATION: All surfaces shall be free of dirt, grease, oil. concrete spatter. and any foreign matter which would adversely affect the finished appearance or protective properties of the paint applied. Bare metal surfaces shall be hand tool cleaned with scrapers and vire brushes (SSPC -SP2) and solvent Cleaned (SSPC -S1 Shop primer coats whleh have been marred shall be wire brushed to bare metal and reprieved with the specified primer. Surfaces shall also be free of exotsture before applying paint. 1.44 A¢PlICATIO2I: a A. Tlie acrylic maim) paint systole (Section 1.01E) shall be used for the first four items of the color schedule. The urethane pellnt system (Section 1.0)0) shall be used for the rama/hin9 iteas in ali marketing area exec t California. The acrylic enamel paletesystes shall be used for all heals in the State of California. 8. All material, be brushed cm' rolled in even. thorough cleats without run ( ;$& s or blemishes by skilled craftsmen. Spray application 1d not permitted. C. Paint shall be applied when the ambient or surface temperature is between 45 ° F and 90 ° F or as specified by the manufacturer. All coats shall be thaireleehly dry bslfore applying succeeding coats. D. All finish paints shell be applied Only with the specific prtae coat(s) recommended by the uanetacturers. Oo not thin, alter, at substitute tutorials urtles epptroved by Owner. E. All wort shall receive a full and two (2) finish coats. For surfaces previously painted with urethane paint. the field Pilo* coat may be omitted and two finish coats shall be applied. F. Mon painting tank manholes for fill, vapor recovery, and monitor wells. the surrounding 3° oi' concrete slab shall also be painted to match the color of the manhole. G. Canopy columns acrd sign poles are normally shrouded with an alumihuaa composite material and are not painted. If they are not shrouded. then the Contractor shall paint them light gray. , 3930126 06/07/89 b. Surface: Type FS or FD box with surface cover. 2. Interior Outlet Box Accessories: Provide outlet box accessories as required for each installation. c2 ipatible with outlet boxes being used and meeting requirements of individual wiring situations. C. Weatherproof Outlet Boxes: Provide hot dipped galvanized cast -iron weatherproof outlet wiring boxes, of the type, shape. and size. including depth of box. with threaded conduit ends. Lexan fiberglass reinforced coverplate with spring - hinged waterproof caps suitably configured for each application, including face plate gasket and corrosion - resistant faetcriers. It the outlet boz is located in a hazardous area, those requirements take precedent. O. Junction and Pull Booms: Provided junction and pull boxes. with screw -on covers. of the type. shear, and size. to suit each respective location and installation. E. Conduit ladies: Provide galvanized cast -metal conduit bodies, of the type. shape. and size. to suit each respective location and. installation. constructed with threaded conduit ends, removable cover. end corrosion- resistant screws F. Bushings, Knockout Closures. and Locknuts: Provide corrosion - resistant punched -steel box knockout closures. conduit locknuts, and insulated conduct bushings of the type and size to suit each respective use and installation. G. Explosion-Proof: Provide conduit boxes, bodies. and seals as required to conform to the application sections of NEC for the type of hazardous location as defined by NEC. Cco orients shall comply with UL Standard 886. H. Paneiboards: Provide Square 0 panelboards as required. Choose the appropriate plug -in breakers for the functions that they are required to power from the selection of Square D products. If rotating equipment is supplied from the panetboard, the breaker toggle must be fitted with a permanent locking attachment. The • attachment must be capablmt f securing the breaker in the of position using a common padlock. 2.04 CABLE- FJ RE. MO COHNECTORc. A. Wire and Cable: Provide factory - fabricated wire and cable of the size. rating. material, and type as indicated for each use. as specified or otherwise indicated. Mires and Cables shall be pulled into their ccndvlts using a lubricant per manufacturer's recommendations. No oil or grease shall be used for this purpose. If no manufacturer's recomeatndation is made, use Flaxsoip. Y- ER -EAS. or owner approved equal. 5930/32 06/07/89 . ..».,r,..b ■.. :_..., p uezeii 1f ee 1.01 OLSCRIPTION OF WORK: A. Sewer system Bork include :, but Is not limited to, pipe, fittings and drainage structures for storm and sanitary severe. 8. Mork of other Related Sections: 1. Earthwork 2. Concrete P1,tt.„ :2.CS 2.01 5935/27 5935!33 A. 5930/21 06/07/8 H. New lighting poles are prepainted silver at the factory. If the surface is warred during shipment. then the Contractor shall touch up the pole with Rustoiesm Satin Aluminum. If an existing pole remains which is not tight gray. then the Contractor shall paint the entire pole light gray. 1.05 CLEANUP; Upon completion. Contractor shall remove all excess contractor- purchased materials. equipment, tools. and all debris doe to his work from the premises. Al) areas shall be tort ierooi clean or a satisfactory equivalent. Unused pilot (furnished by the Owner) shall be returned to the Owner. 1.06 mi D C Er U E Ltes 1. °Isomser Island Forms 2. Building Sidewalk Forms 3. Amenity Unit Forms 4. Tank lianholesc 5. Fixtures on Islands 6. Tank Vents 7. Structural Steel Above Horizontal Canopy Deck .8. Rear Canopy,Support Above Sales Kiosk 9. Canopy Columns 10. Sign Poles 11, Lighting Pules 06/07/89 06/61/89 MULLS. LS. General: Regular Unleaded Fill Regular Leader! Ft11 Plus Unleaded Fill Super unleaded Fill STORM AND SAMAJARtiHfllt 1. Severs shall be poly vinyl chloride pipe unless specified otherwise on the dravings or by local codes. 2. Furnish ells, tees. wyes, couplings, end caps, and other fittings of the saga type and class of material as the pipe. 3. Drainage d on ru sttba drctures awi su sas . catch basins and trench drains are spaclfle B. Poly Vinyl Chloride Pipe: ASTM 03034. Standard dteensicn ratio (SOR) shall not axceed 35. Joints shall be bell and spigot type with moron* rubber gaskets conforming to ASTM 03212. C. Cast If Soil Pipe: ASTN A74. Joints shall be boll and spigot type with neoprene rubber gaskets conforming to ASTN 0564. Furnish service weight pipe. If local requirements very from this specification. then local codes shall take precedence. 0. Reinforced Concrete Pipe: ASTM C76. Class III. Joints shall be modified tongue and groove type with rubber gaskets complying with ASTN C443. E. Nonreinforced Concrete Pipe: ASTM C14. Class'2. Joints shall be codified tongue and groove type with rubber gaskets complying with *STN 0443. • Oark Cray - Oak Gray - Dark Gray - See Below Dark Gray - Light Gray - Light Gran - Light Gray - Light Gray - Light Gray - Liglat Gray Cal r r. its jlillalES:I.Ri .CA11 Wart,et:ine,Axgl White v /Black Cross - Blue • Blue w /Mhlte Cross - Red w/E4h1te Cross 8. Conductors: Provide soft or annealed copper wires meeting. before stranding. the reculrereents of ASTM 8-3. °Standard Specification for Soft or Annealed Copper Wire for Electrical Purposes.° latest edition. 1. Conductors for power and control wtrinq• shall be stranded copper. No aluminum or capper clad aluminum wiring is permitted. 2. The minimum size for power wiring is 012 ANG unless stated othereA se on the draelogs. C. Insulation: Insulation shall meet or exceed the requirements of UL 83. °Standard for thermoplastic Insulated Hires.° 1. Insulation for condectors sized Ko. 18 AWG through No. 16 AMG shall be Ut. Type TUN gasoline and oil insistent and be sow marked. 2. Insulation for conductors sized 110. 14 AWG through No. 10 AEiG shall be UL Type T)81N/1HMM gasoline and oil resistant and be so marked. 3. Insulation for condoctors sized No. 8 Ale; and larger shall be UL Type Th9111/THWN gasoline and oil resistant and be so marked. 4. A11 wlrin9 inside lighting fixtures shall be temperature rated per the NEC. 0. Connectors for 8utlding Hire and Cable: Provide factory - fabricated. metal connectors of the size. rating. material, type. and class required for each use. 1. Terminal lugs are to be used whenever possible. Connections for conductors up to a maxima of one No. 6 AJaG wire with two No. 8 AWG wires may use twist -on pressure connectors of required size. Lug/bolted connections are required for all conductors larger than 16 Ai1G. 2. Al) motor leads. 010 AWG and larger, shall be connected using pressure fitted lugs and bolted. 3. Splices are not permitted in feeders, motor leads, or cocaunication /data wiring. 4. The use of terminal strips for wiring connections it encouraged except when in conflict with e3 above. PART 3 - MCS1TIDr1 3.01 PIPE PREPARATION ANO HANDLING: A. Inspect all pipe and fittings prior to lowering into trench to ensure no cracked. broken. or otherwise defective materials are being used. Clean ends of pipe thoroughly. Remove foreign matter and dirt from inside of pipe and keep clean durtn/ and after laying. 8. Use proper Implements, tools. and facilities for the safe and proper protection of the work. Lower pipe into the trench in such a manner as to avoid any physical damage to the pipe. Remove all damaged pipe from the je bolts. Do not drop or dump pipe into trenches under any circumstances. 3.02 J;JffTALLAriam,eF PIPE AND FITTING: A. Install pipe and fittings in accordance with governing authorities having jurisdiction, except where more stringent requirement: are Indicated in the contract documents. 8. Start pipe laying by proceeding upgrade with spigot ends pointing in direction of flow. Lay pipes uniformly to line and grads so that finished sewer will present a uniform bore. All changes of directions shall be made by use of proper fittings or manholes. No joint deflection allowed. Install all severs at uniform grade between manholes and other drainage structures unless shown otherwise. S930/22 06/07/89 C. Check pipe for alignment and grade after joint has been made. Ensure pipe bedding forms a continuous and uniform support for the pipe barrel between joints. Apply sufficient pressure in making the joint to assure the joint is seated as defined in manufacturer's standard installation instructions. Place sufficient pipe cover msatertal to secure pipe from movement bafoie next joint is installed to assure proper pipe alignment and joint makeup. 0. Prevent excavated or other foreign material fro' petting into the pipe during the laying operation. Close and block the open end of the last laid section of pipa to prevent entry of foreign material or creep of the gestated joints when laying oaerations are not in progress. Also close off pipes which are stubbed off for catch basin construction or other drainage structures. E. Employ such means as well pointing, ditching, pumping or bailing to prevent water frog entering the trench during the laying operation and allow for proper construction of the backftll in pipe zone. Do not lay pipe in water. F. Clear dirt and other superfluous material from the interior of sewers as the work progresses. Maintain a swab or drag in the line and pull past each joint as it is coerpleted. 1.06 COLOR SCHEDULE (Continued): WEI Diesel F111 Kerosene Fill Heating Oil F111 Used 011 Fill Vapor Recovery Tank Gauge Tank Observation Watt Submersible Pumps 5930/28 06/07/89 Color__-_ Yellow Brown Green Black Orange Gray - Black Triangle - Gray on a Hhtte Background 1 resau.rru uy toot Rw6.uU,1. e:cau. ,1.r. s..n.• %RUwe. I." ...... o.o....., inspection department, and The Power Ccapany. It is recommended that the grounding system incorporate incoming copper eater lines. If available, in addition to 5/8" x 10'0° grounding rod. Approved pressure connectors or Cad Welds shall be used to connect ground wires to rods. 2.0C SAFEi'Y AND DISCONNECTECr SHIT(3iESL A. General: Provide heavy -duty type. dead -front. sheet steel- enclosed. surface - mounted safety switches of the type and size indicated. Safety switches shall be rated for the voltage of the circuit in which they are installed. Safety switches used as motor disconnects shall be horsepower rated for the motor served. Snitches shall be quick-sake, quick -break type with externally operable. indicating, and lockable handle. Safety and disconnect switches shall be as aaruafactured by General Electric. Square 0, Westinghouse or approved equal. B. Fusing: Fuse clips shall be positive pressure rejection -type fuse clips suitable for use with UL Class R fuses. Busman dual element, current - limiting, time delay, Class RK -1 shall be used. 2.07 LIZULLE.TXMLES1 A. General: Provide lighting fixtures, of tine size, type, and rating lndieated. complete with, but not necessarily limited to, lamps. iamapholders, reflectors, ballasts, starters. and wiring. B. Ballast - Fluorescent: Provide lo, noise, high power factor, rapid start, Class °P°. thermally protected, encased, and potted ballasts. Use ballasts for exterior or indoor non - conditioned spaces with a °C° sound rating and a 0 °F temperature rating. 2.08 EOUIpmenj FOR CLASSIFeepe eea : A. In accordince with Article 500 of the H1tC and following the recommendations set forth In American Petroleum Institute Standards API -RP -500 and API - RP - 540. All material and equipment shall be suitable for use in the classified area in which it is installed. 8. 0i. +.pr's Representative is the final arbitrator of all questions regarding area classifications. 5930/34 06/07;89 ..,.-..,•.d••••• ••••-• ..•-.....•- .,...., . .. III 1 1 1 1 1 1 III I I I I I I I i l l l �! t f� . I i i i I I I� I I I I f f i l 1 I f l III i l l f l l f l l l l I I f l i l l l i l l 1 III Ili III III 111 , l .. ..•� 11�1�1�' Ii�lll�lll�l,% Ji�lli�lll�l11�111� 'III�,II�III�Iil�lil'l'il,llli I l i I MI�� iiI III I I�ii! I 11i 111 I I11 I () 16TNSINCH 1 2 3 4 5 6 7 $ 9 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 10 11 MADE M GERMANY 12 J O€ 6 8G L 9Z SZ +iZ / EZ Z LZ O` 61 81 L L 9L gl lei £i zL LL pi, 6 8 L. 9 S +' C Z L maw O LIIIIIIIIIIIIIIII1 111111 1.1111IIIIIIIIiilli 11111IIIII1111 1111)1IJ1! 1111111111!► IIiMilj111! n111111111111iln1111111111111111111111111l111111111 1111; i111111111111lllnnlnll1111 ;1111111li1111111111111111 111111111PiIn111 IIIIIIIII Illlli II IIIIIIiI, I Illlllllil�Ill I ' l.ilill RECEIVED CiTY OF TIJKWILA DEC 1 2 1989 PERMIT CENTER PART 1 - GENERAL •1.01 2.03 593G/23 06/07/89 S930/29 06/07/89 A. 3. PART2 -Px'iS 2.01 Gnaw A. All piping material shall be new and free of'defects and shall be subject to standard edit test before being shipped. 8. Ali pipe and fittings shall be equal to or better than the grade specified. C. Pipe shall be labeled. Fittings and valves shall have the manufacturer's name or tradeeare legibly raised or cut into each Piece. 2.02 g_Ssg ___g: A. Pipe: Seamless Steel, Schedule 40. ASTH Al20, hot - dipped galvanized per ASTM A153. B. Fittings: Threaded. malleable iron. Class 150. ANSI 816.3. hot - dipped galvanized per ASTH A153. C. Joints: Threaded A. 8. c. ClikRIPTION OF HORK: This section includes material specifications and installation requirements for compressed air and potable water systems. Mork of Other Related Sections: Earthwork. POTABLE M ATER: Pipe: Copper tube, stemless. type K. soft temper. ASTM 888. Fittings: Nrought copper, solder type, ANSi 16.22. Joints: Soldered, 95-5 tin- antimony solder. PART 3 - rxEcutim 3.01 Open ends of pipes shall be properly sealed at all times to keep dirt and other foreign patter out of the piping. Plugs shall be coemaercially manufactured products. PART 1 _- GFNER_eL 1.01 STANDARbS: The standard electrical service shall be three phase 120/208 volt (4- wire). *Wild Leg' delta systems are not permitted. Single phase 120/240 volt (3 wire) systems may be used only if 120/205 volt. three phase service is not available. This work shall Beet the standards set forth to the applicable portions of the fo11owjno recognized codes and standards: 1. Certified Ballast Manufacturers (C8M) 2. Factory Mutual (FN) 3. Institute of Eleetrt and Electronics Engineers (IEEE) 4. Illuminating Engineering Society (IES) 5. Insulated Power Cable Engineering Association (IPCEA) 6. National Electrical Code (NEC) 7. National Electrical Contractor's Association (NECA) 8. National Electrical Manufacturer's Association (REMA) 9. National Fire Protection Association (NFPA) 10. Underwriters Laboratories. Inc. (UL) 11. OSHA - Occupational Safety and Health Act 12. ANSI - American National Standards Institute 13. NESC - National Electrical Safety Code 14. Local and State Codes 1.02 I LECTRICAI Milli xDENTnTCATr il A. Conduit Systems: Provide adequate marking of major conduit which is exposed or concealed in accessible spaces. to distinguish Bath run as either a power or signal /communication conduit. Provide seifadhesive or snap -on type piastre or metallic markers. Locate markers at ends of conduit runs. B. Underground Cable Identification: Bury a continuous bright - colored plastic ribb9±o cable marker with each underground cable (or group of castes). Locate each directly over cables, 6 inches to 8 inches below finished grade. C. Cable /Conductor Identification: Coordinate a uniform and consistent scheme of color ldentlfication throughout the building system. "0.m large conductors. secure identification by means of painted color banding or plastic tape. 1. Color schelae for branch circuits sha11 be as follows: 1201208 Yolt Phase A. Black Phase B Red Phase C slue Neutral White Ground Green CCMPR .E.SS.EIZ.AIS..8 'OTABLE HAILS ELECTRICAL CITY OF TUKWILA APPROVED Flp 190 BUI LDI ISION - 2004 e .0, N/.0 • r .- BP OIL COMPANY RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 STANDARD SPECIFICATIONS DWG. NO 75 P - S3 SCALE DATE 7 - 2.7 • fi MADE OY 7! / K CHEC)CCD BY DATE CKD C52:1 ===111M111111111111111111 1111 1111 11 1 1 11 matir, morn II■Mt 1130G/40 ( 06101/09 PMT 3 - EXEatil tt AND T,TSTING: 3.01 DITALiatizimm A. General: Install electrical systems as shown. in accordance with the manufacturer's written instructions, the applicable codes and regulations and owner's testruckions. B. Conductor Tests: Nagger tests shell be made on the circuits before seals are poured. The Test is mandatory for incoming service conductors and motor leads to submerged pumps. The resistance between conductors and between all conductors and ground shall not "- less the ten (10) megohas for all circuits less than 600 volts. NOTE: Segger tests must not be performed after wires have been connected to a piece of equipment or terminal strip due to possible damage to the equipment. C. Equipment Tests: Operational tests shall be performed on all electrical equipment to prove satisfactory performance. This shall include mechanical and electrical operation from all control points and operation of relays and all safety devices. A&I.i ELE IGAL No6LK GtOSEDUIT_ A. All site electrical systems must have passed functional testing and be fully operable. B. All site electrical systems oust pass inspection by the local approving authorities. C. All buried site power and control subsystems must have passed appropriate conductor megger testing. 0. All electrical panelboards Rust have type written schedules that accurately identify breakers by function and pent' position. E. All conduits and conductors Rust be properly tag identified. F. All unterallnated electrical work provided by this contract intended for interface with another contractors must be properly secured. G. All appropriate conduit seals for hazardous locations mast be poured 593G/35 06/07/89 H. All spare conduits shall have a pull wire installed AO shall be capped on both ends. I. All electrical systems must pass the inspection of the owner's representative. J. All electrical as built drawings must be in the possession of the owner's representative. ,Sm, (1 ,OF CO110UCTOR:ggt .7S HIGH RISE IO SIGH LIGHTING NOT:C -28 HIGH RISE ID SIGN LIGHTING NEU H1GN RISE I9 SIGN LIGHTING 1"OT :C -30 HIGH RISE 20 SIGH LIGHTING NEU HIGH RISE I0 SIGN EQUIP. GOO. 29 - .75 TELEPHONE iNCOMENG E. KEY ° - IF REQUIRED BY STATION LAYOUT VARIES - SEE DUCTBANK CONFIGURATIONS WANING FROM TO PANEL C e KIOSK HIGH RISE SIGN PHONE CO. WIRE PHONE CO. • 1. euilding Only OPTIovs Building With: 2. Roll Over Car Waft' (RON) 3. Support Building 4. High Alts ID Sign 5. Support eld9•. RON 6. 7. High Rise ID Sign. Support Building WIRE. atle YQ!I le 10 17 120 . 1 10 10 10 10 TERMINALS 22 10 50 high Rife 10 Sign. ON B. High Rise ID Sign. Support Building, ROW • Default Specification 11300/36 06/07/89 •2 •3 .4 1 •5 " 7 • 8 .75 Sue. SUB. SUB. 8 .75 sue. SUB. SUB. 10 .75 SUB. SUB. SUB. 11 .75 SUB. SUB. SUB. i130G/41 06/07/59 ."..■saww Si2E FUNCTION 9FMIQS2 ILLI_LMEA PQSIi't VARIES MAIN SERVICE HOT MAIN SERVICE HOT NAiR SERVICE NEU VARIES MAIN SERVICE HOT PAIN SERVICE HOT MAiN SERVICE NEU 2.5 CARWASH POWER P01 CARWASH FINER HOT CAM,'VASH POKER NEIL CARWASH CONTROL MN CARWASH CONTROL LIEU CARWASH SIGNAL (•N) CARWASH SIGNAL ( -) 1 oa. 2.S• 1 ea. 2.5' 1 ea. 2.S" 1 ca. 2.5" 1 es. 3" I ea. 3" 1 Na. 3" 1 ea. 3" 1 ea. 3" '6 1.23 SUPPORT BUILDING HOT SUPPORT BUILDING NOT SUPPORT BUILDING NEU SUPPORT BUILDING CONTROL .75 1ATER/WASTE PUHP HOT:A-S WATERAiASTE PUMP MOT:A -7 WATER /WASTE PUMP EQUIP. GRND. I (AIM SEECICE COPmJ1j AND GABLE REOUIRL79ENTS a PHAS 1 D/20Z {L4IIRE1 "T" uBLES____ d ea. 0250 MCM (3 hot. 1 neutral) CONDUIT SiOSEOULE - 1 PHASE 1201240 VOLT (3 -WIRE) RETAIL LOCATIONS (USE ONLY IF 3 PHASE IS NOT AVAILABLE) 'SUMS' PUMP 1.5 HP HOT:8 -4 "SUPER" PiAW 1.5 HP HOT:8 -6 "SUPER" PUMP 1.S HP EQUIP. Gr1M70. ' REGULAR" PUP 1.S t# POT:5 -3 "REGULAR* PUMP 1.5 MP MOT:O -S "REGULAR" PUMP 1.5 HP EQUIP. GEND. "PLUS" PUMP 1.5 MP MOT:5 -14 "PLUS" PumP 1.5 HP Pi07:8 -17 "PLUS" PUMP 1.3 HP EQUIP. GmHIO. "DIESEL" PUMP 1.5 HP POT :8-16 ' DIESEL" PUMP 1.5 HP P07 :8-18 "DIESEL* PUMP 1.5 HP EQUIP. GRNO. _...,.a , st?sts:J..�:�.xrf:✓ha= ..trek �:fLi.�.r.r iAr..r ., 4 ea. 0250 NCM 2 ea. (3 hot, I neutral) 4 ea. 0250 MCI% (3 hot, 1 neutral) A ea. 0250 MCM (3 hot, 1 neutral) 4 eE. 0500 PCM (3 hot. 1 neutral) 4 ea. 0350 MCM (3 hot. 1 neutral) 4 es. 0350 MMON (3 hot, 1 neutral) 4 ea. 0500 MCM (3 hot. 1 neutral) 4 ea. 0350 RCN 2 ea. 3.5" (3 hot, I neutral) FROM SITE INCOMING ELECT. SERV DROP SITE INCOMING ELECT. SERE DROP I -LINE MAIN INCOMING PANEL 0 KIOSK LIGHTING CONTACT P KIOSK I-LINE MAIN INCOMING PANEL 0 KIOSK PANEL A P KTOSX PANEL 8 0 KIOSK PANEL 8 iP KIOSK PANEL d 0 KIOSK PANEL 0 0 KIOSK 1 PPiAst 120/240V 3 -wiecI ..f L 1441.11 1 ea. 2° 3 ea. 0250 PEN (2 hot, 1 neutral) 2.5" 3 ca. 0330 i1G1 (2 hot, 1 neutral) 1 9a. 2" 3 ea. 0230 MCM (2 hot, 1 neutral) 1 ea. 2" 3 ea. 0230 MOM (2 hot, 1 neutral) 2 ca. 3" 3 ea. 0300 NCH (2 hot, 1 neutr ;l) 2 ea. 2.5" 3 ea. 0350 MCM (2 het. 1 neutral) 1 ea. 2.5" 3 ea. 0160 NCH (2 hot, 1 neutral) 2 ea. 3.5" 3 e.. 9500 NCH 12 hot. I neutral) TO I •LINE MAIN INCOMING PANEL KIOSK I -LINE MAIN INCOMING PANEL P KIOSK DP PANEL 0 CARWASH OP PANEL a LIGHT CONTACT P CARWASH PANEL A e SUPPORTING BUILDING VATERNASTE PUMP SUPER PUMP REGULAR PIMP PLUS PUMP DIESEL PUN 3 ea. 0350 H M (2 hot, 1 neutral) 3/0 117 3/0 3/0 3/0 • 3/0 151 240 3/0 3/0 12 17 240 12 0 12 10 16 240 10 10 10 16 240 10 10 1111111 i111111I1I11111111111111111111I 0 16 THS INCH 2 •2 "3 1 CARWASH CONTROL NEU 1 CARWASH SIGNAL (4) CARWASH SIGNAL ( -) . 1.25 SUPPORT BUILDING HOT SUPPORT WILDING HOT SUPPORT WILDING NEU SUPPORT UILOINB CONTROL .75 VATER/WASTE PUMP MOT:A-5 WATER/WASTE MAW HOT:A -7 WATER/WASTE PUMP EQUIP. GOO. 7 .75 SUB. SUPER M$4P 1.5 MP P0T:6-4 SUB. "SUPER" PUMP 1.5 HP MOT 1-6 SUB. °SUPER" PUMP 1.5 HP OUP. 6RN0. 8 .75 SUB. "REGULAR" PUHP 1.5 HP MOT:0 -3 SUS. "REGULAR" PUMP 1.5 HP NOT:8 -S SUB. "REGULAR" PUMP 1.5 MP EQUIP. 02ND. 9 .75 SUE. "PLUS" PUMP 1.5 HP HOT:5 -1S SUB. "PLUS" PUMP 1.5 HP HOT:5 -17 A. "PLUS" PUMP 1.5 HP EQUIP. GARD. •10 .75 S1,8. "DIESEL" PUMP 1.5 HP HOT:6 -16 SUB. *DIESEL" PUMP 1.5 HP HOT :5 -18 SUB. 'DIESEL" P•JMP 1.3 HP EQUIP. GR40. •4 • 5 •6 11300/37 06/07/89 • 1e JILL fliNalfELRLISIOLMERAILMIngl VARIES MAIN SEEKV NOT RAIN SERVICE HOT MAiN SERVICE NEU 2.5 CANON POWER PDT CARWASH POWt k NOT CARWASH FO'%ER HOT CARWASH POWER NEU MIRE M! '1011 I.Q - VARIES 269 VARIES 269 240 240 12 1 PMSP ENS SE E C R T CABLE (6 HOSE MPO) I DISPENSER POWER 110T:8 -1 2 DISPENSER POWER NEUTRAL 3 DISPENSER LIGHT HOT:5 -26 4 DISPENSER LIGHT NEU S A PUMP CONTROL 6 A PUNT CONTROL NEU 7 8 PUMP CONTROL a B PUMP CONTROL NEU 9 C PUMP CONTROL 10 C Pt*P CONTROL NEU 12 IS 120 I1• REMOTE AUTH. 18 12 REPMOTE RUTH. NEU 13 SIDE A DATA (4) 14 SiDE A DATA ( -) 18 .2 20 15 SIDE 8 OATA (•1 16 SIDE a DATA ( -) 240 17 SPARE DATA 4.) IS SPARE DATA ( -) 19 EQUIPMENT 68912 0 12 1 DISPENSER CABLE (6 HOSE R00)• 1 DISPENSER POWER H07:8 -1 SAME AS 12 14 1 DISPENSER CABLE (6 NOSE KPO) 1 DISPENSER POWER FOT:8 -2 SAM AS 12 PS ' 1 DISPENSER CABLE (5 HOSE NPO) 10 16 240 1 DISPENSER POWER NOT:5 -2 10 3 DISPENSER LIGHT ii01:8 -21 10 SAME AS 12 10 16 240 16 1 DISPENSER (JABLE'(R HOSE MPO) 1 DISPENSER POWER 1401:5 -13 10 3 DISPENSER LIGHT H01:5 -26 SAP1E AS 12 17 1 DISPENSER CABLE (3 HOSE MPa) 1 DISPENSER FOWER ND7:5 -13 SAME AS 12 1 DISPENSER CABLE (1 OR 2 HOSE) 1 DISPENSER PER OR YAT :5-14 .... SAME AS 12 "19 1 DISPENSER CABLE (1 OR 2 HOSE) 1 DISPENSER POWER 2401:2 -14 SAME AS 12 11300/x2 06/07/09 corm SC11tDU.Z 3 - El1 20 /206 ( RETAIL LO(ATIEMS (STANDARD a SITE INCOMING ELECT. SLAV ORO't I-LINE MAIN INCOMING PANEL 0 KIOSK LIGHTING CONTACT P KIOSK IAIME MU 11 INCOMING PANEL • KIOSK PANEL A P KIOSK PANEL 8 9 KIOSA PAPAL. I • KIOSK PANEL 0 0 KIOSK PANEL 8 0 KiOSK • lA I -LIKE MAIN INCOMING PANEL 0 KIOSK OP PAPIEL 0 CARWASH DP PANEL a LIGHT CONTACT 0 CARWASH PANEL A 0 SUPPORT BUILDING WATE ANASTE P11MIN SUPER WO REGULAR P11W PLUS PUMP DIESEL PIMP • - PRO IQ�_ PANEL 8 0 KIOSK EACH DISPENSER DISTR1BUTiON 80X DISPENSER DISTRIBUTION 80X DISPENSER DISTRIBUTION 80X DISPENSER DISTRIBUTION 00X DISPENSER OISTRIIiUIION 80X DISPENSER DISTRIBUTION BOX DISPENSER AUL AM MI ' 14 JUL p mNEe1'TDR:)>,REAr VARIES 251 toe 11 1 OISPENSER CABLE (6 HOSE PPO) KASS: FUNCTION 1 DISPENSER POWER HOT:8 -1 2 OI5111t;ER POWER NEUTRAL 3 DISPENSER LI6H1 NOT:5 -26 3/0 0 154 200 • 4 DISPENSER LIGHT NEU S A PIMP CONTROL 3/0 6 A PUMP CONTROL NEU 3/0 6 8 PUMP CONTROL NEU 120 10 9 C MANI CONTROL C PUMP CONTROL NEU 11 KWIC AUTH. 12 .2 20 12 REMOTE AUDI. NEU 18 13 SIDE A DATA (4) 14 SIDE A DATA ( ) 30 91 208 15 SiDE 8 DATA (•) 3/0 16 SIDE 8 DATA ( -) 17 SPARE DATA (•) 3/0 0 DATA ( 19 €QUI P714PT i1B44)40 12 12 18 208 DISPENSER CABLE (6 MOSE IWO) 12 . DISPENSER POWER HOT:6 -1 SAME AS 11 10 17 208 DISPENSER CABLE (6 POSE IWO) 10 1 DISPENSER POWER Pi0T :8-2 SANE AS 11 12 21 18 10 17 206 10 10 10 17 208 10 10 12 13 14 15 DISPENSER CABLE (6 HOSE MPS!) 1 OISPENSER POWER HOT :N -2 SANE AS 11 DISPENSER CABLE (3 HOSE MAD) i DISPENSER POWER h'O':8 -13 3 =SPEN5(R LIGHT 1407:8 -25 10 17 208 ' SANE AS 11 10 10 16 DISPENSER CABLE (3 HOSE M1 1 DISPENSER POWER HOT:8 -13 3 DISPENSER LIGHT HOT1-25 SAME AS 11 '17 •18 11300/38 06/07/89 OISPENSER CABLE (1 OR 2 HOSE) 1 DISPENSER POWER *07:8 -14 SAME AS 11 OISPENSER CABLE (1 OR 2 HOSE) 1 DISPENSER TOWER HOT:8 -14 SAME AS 11 Jai. At DI.I IQ ..512E L2 Df 20A 1 DISPENSER INTERCOM SIGNAL DISPENSER INTERCOM SIGNAL (REPEAT FOUR TIMES) (10 WIRES Al.1OGETHERR) 14 14 120 14 14 14 14 14 14 14 14 14 14 14 18 18 18 18 18 12 . 208 1 DISPENSER INTERCOM SIGNAL SANE AS ABOVE (+PMOA) 21 .75 LEA.0 DETECTOR SIGNAL:8 -30 (REPEA' 15 TIMES) 22 .75 TANK GAUGING SIGNAL a:8-34 TANK GAUGING SIGNAL - :81-34 •23 20 20 24 • 1 20 20 20 SPARE CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CANOPY CAWFY CANOPY CANOPY CANOPY DOW LIGHTS (6"4011 -5124) HOT:C-5 DOWN LIGHTS (6-400W-SW) HOT:C -7 DOWN LIGHTS (E4O0w -SON) PiOT:C -9 DONM LIGHTS (6-400N-SW) POT:C-11 DOWN LIGHTS (5- 4O010-#H) HOT:C-1 °OWN LIGHTS (3-400N-SW) NOT :C -3 °OMN LIGHTS (6 -400W -5111) HOT:C-2 DOWN LIGFTTS (6- 400W -SWH) PMOT :C-4 GOWN LiGNYS (6- 4001M -S1H) HOT:C-6 DOWN LIGHTS (6- 40011 -SA2i) HOT:C -8 DOWN LIGHTS (5- 40011-9W) NOT:C -10 DOWN LIGHTS (5- JOON-SW) PIOT:C -12 WNW LIGHTS EQUIPMENT GR0(k10 25 1 NEON STRIP (4 BALLASTS):C-19 NEON STP.1P (4 OALLASTS) :C-21 NEON STRIP (4 IALLASTS):C-23 NEON STRIP (4 OAL1AST5):C -17 FASCIA BRMIDLETTER: C-24 MACKLIT SPREADERS (4 DISPENSERS):C -25 BAAALIT SPIiWA°ER5 (4 DISPENSERS):C-20 '26 .73 FLAG POLE LIGHTING HOT:C-27 FLAG POLE LIGHTING NEU 27 .7$ YARD LTS (9- 406u4MM) HOT:C- 13.10.14.15 YARD LIGHTING (6- 4009E -SHH) NEU 28 .75 NW(MAL ID/PRICE SIGN LIGHT PLOT :C-22 NORMAL 1O /PRICE SIGN LIGHT NEU NORMAL IDPPRICE SIGN LIGHT EQUIP. BAND. 11300/43 06/07/89 I I J :I:IN 111111111111111111111111111! 1 1 LIPCI L . 111 . 1PIP� . P111 . il . 1 . II . 11111 11111111111111111111 111111 /�11111i111111111111l111111 ►11111 6 I 8 9 10 11 MADE IN GERMAt" 12 NOT If the microfilmed document is less clear than this notice, it is due to the quality of the original document. • 06 6z 8d LZ 9Z Gz Piz CZ zZ Lz 0? 61 8L Ll 91 SI +:L Cl zL LL Ol 6 8 . 9 s i CZ 1 ww iI!IIIIII.!11III.�I,'l,�l I,I► �,1 1 IiiiIINI! IIIIHN HIIIIII1 I!III!I!,!n!11H11!IIIII►Il ! 111111! ;111d111I 1111d l IIMII!I�IiIIII!I I1nhi nnlnn IIn NIIIIII II!IIiI!IIu!1III ! 1,111iI1!!!11 ,!1I�I!II!!I! 111111! t • FROM PANEL 8 I KIOSK DISTRIBUTION BOX DISPENSER DISTRIBUTION BOX DISPENSER DISTRIBUTIOM BOX DISPENSER DISTRIBUTION 80X DISPENSER DISTRIBUTION BOX DISPENSER OISTRi8UTION 801 DISPENSER FROM INTERCOM INTERCONNECTION 80X PANEL 8 P KIOSK TANK GAUGE (FUTURE) PANEL C 0 KIOSK PANEL C 0 KIOSK PANEL C 0 KIOSK PANEL C 0 KIOSK PANEL C 0 KIOSK To EACH DISPENSER DISPENSER INTERCOM LEAK DETECTOR TANK GAUGE (FUTURE) DOWN LIGHTS 11 CANOPY NEON STRIPS Om CANOPY FASCIA FASCIA BRANOLETTER SPREAD LI ?S SPREAD LIGHTS FLAG POLE LIGHT YARD LIGHTS iD I. PRICE SIGNS NENEENNE _)fUL.. Atif )l2LI In SIZE 19A I 14 120 • 14 14 14 14 14 14 14 14 14 14 14 14 18 18 18 18 15 18 12 12 .2 12 18 .2 18 18 12 22 120 12 22 12 22 12 22 12 21 12 21 12 21 12 20 120 12 17 240 12 12 12 21 120 12 12 193 1 .. 20 .75 21 .75 TAN( GAUGING SIGNAL •:8-28 TANK GAUGING SIGNAL -:8-28 "22 20 20 . 23 1 20 20 20 20 • 24 1 '25 .75 26 .75 1130G/39 06/07/89 12 20 208 11300/44 12 05/07/89 12 12 12 12 12 12 12 12 12 12 12 Ft10jg!1 OF CONV1 CTQR :BREAKER DISPENSER INTERCOM SIGNAL DISPENSER INTERCOM SIGNAL (REPEAT FOUR TIMES) (10 WIRES ALTOGETHER) DISPENSER INTERCOM SIGNAL SAME AS ABOVE (019A) LEAK DETECTOR SIGNSI. :9-23 (REPEAT 1S TINES) SPARE CANOPY OOMN LIGHTS 46-400w-SW) HOT :C -S CANOPY DOWN LIGHTS (6.400W -SW) HOT:C-7 CANOPY GOWN LIGHTS (6- 400W -S0N) HOT:C-9 CANOPY D(MN LIGHTS ( Ow -SNA) POT:C.11 CANOPY DOOM LIGHTS (5.400W-SVN) HOOT:C -1 CANOPY DOWN LIGHTS (5- 30011 -S0H) NOOT:C-3 CANOPY GOWN LIGHTS (6 -400W -SINS) HOT :C -2 CANOPY GOWN LIGHTS (6•- 40011 -SVH) HOT:C-4 CANOPY DOWN LIGHTS (6.400W -SOH) HOT :C -6 CANOPY DOWN LIGHTS (6- 40011-SINS) HOT:C-8 CANOPY DOW LIGHTS (5- 406V -S*N) HOT:C-1O CANOPY DOWN LISTS (5- 400W -SIH) IiOT:C -12 CANOPY DOWN LIGHTS EQUI:41FM GROUND NEON STRIP (4 BALLASTS):C -19 NEON STRIP (4 BALLASTS):C-21 NEON STRIP (4 BALLASTS) :C -23 NEON STRIP (4 BALLASTS):C -17 FASCIA BRAA`OLETTER:C -24 BACKLIT SPREADERS (4 OISPENSERS):C-25 BACKLIT SPREADERS (4 DISPENSERS):C-20 FLAG POLE LIGHTING MMOT:C -27 FLAG POLE LIGHTING NEU YARD LTS (8- 40011 -SPIN) HOT:C- 13.15,14.16 YARD LIGHTING (8- 400W -S*) NEU 27 .75 NORMAL 10 /PRICE SiGN LIGHT HOT:C-22 NORMAL I0 /PRICE SiGN LiGHT NEU NORMAL I0 /PRICE SIGN LIGHT EQUIP. 02ND. R ECEIVED CITY OF TUKVVILA DEC 1 2 1989 PERMIT CENTER • RON INTERCOM INTERCO!IIECTION 80X PANEL 8 P KIOSK TAN( GAUGE (FUTURE) PANEL C O KIOSK PANEL C 0 KIOSK PANEL C P KIOSK PANEL C P KiOS* PANEL C P KIOSK WjRE at DU jQ _SILL. FUNCTION OF CO NDIK TOR:8REAKER POSIT FROM 6303 .2 12 '29 .75 HIGH RISE ID SIGN LIGHTING HOT:C -28 PANEL C 0 KIOSK 8404 HIGH RISE SIGN LIGHTiNG NEU HiGH RiSE ID SIGN LIGHTING HOT:C -30 HIGH RISE ID SIGN LIGHTING NEU HIGH RiSE ID SIGN EQUIP. GRNO. 10 .75 TELEPHONE INCOMING PHONE CO. WIRE • TQ DISPENSER INTERCOM LEAK DETECTOR TANK GAUGE (FUTURE) 0 00G OO LIGHTS NEON STRIPS ON CANOPY FASCIA FASCIA BRANOLETTER SPREADER LIGHTS SPRE4GER LIGHTS FLAG POLE LIGHT YARD LIGHTS IO L PRICE SIGNS KEY • - IF REQUIRED BY STATION LAYOUT VARIES - SEE OUCTBAMX CONFIGURATIONS DRAWING Nos• w"..- s," n. ar. rwfv+ o..".e..w.... ..v+. .3(18t. M MI 6303 .2 12 6404 16 .2 12• 18 .2 12 ' 18 12 20 208 12 12 12 12 12 12 12 12 12 12 12 12 12 22 120 12 22 12 22 12 22 12 21 12 21 12 21 12 20 120 106. 17 208 12 21 120 12 12 12 10 TO VIBE aM HIGH RISE SIGN 10 17 10 10 10 10 PHONE CO. TERMINALS 22 10 CITY OF TUKWILA APPROVED FF • ' 1990 IT BU1' Di 'G DIVISION 120 SO 4 26X.3$ 4 • I N ua v xvirameopeirarsve GUARD RAIL 550 GAL F.G. FUEL OIL TANK 2" G.F. VENT PIPING 550 GAL F.G. WASTE OIL TANK EXIST ASPHALT PAVING ------\\ TO REMAIN 2'-0" (TYP) NOTE: OFFSET NEW ISLANDS EQUAL DISTANCE FROM EXIST. ISLANDS FOR 26' -O" SPACING 106' -6" EXIST APPROACH l T.I. 5' -0" 2' -0" (2) VENT RISERS EXIST SALES BLDG ' TA REMAIN C:7 h t4 S S. 4 EXIST ELECT PNL (3) VENT RISERS 203.76, NEW CANOPY OUTLINE I► -I N 40'36' E 200.00' Cited FT E EZILJ IIIIIIIII 0 16 THS INCH 1 2' -O" (TYP) ps, 2" G.F. VENT PIPING REMOVE EXIST CANOPIES, ISLANDS AND FOOTERS 2" G.F. PRODUCT PIPES EXIST APPROACH x( 99,15 ; GUARD RAIL END OF TAN 1 36' -0" EDGE OF TANKS EXIST ASPHALT PAVING TO REMAIN 0€ 62 9e Lz 9 92 4 72 CL 22 12 02 61 81 LI 91 51 7 CI. 21. I1 of 6 9 1.. 9 g 7 C z I. ww 0 IIIII! IIIIIIII IIIIIIIIIIIIIIIIIIIIIIfIIIIiiIIIIIIIIIIIIIIIJIIII IIII!Ill 1111. Il ! IIIIIIIIIIIIII IIiI)ll llillii! I I L IIIII L IIIIII I IIII II I IIIHIiIiII I I II III I I iIIIIiIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIII IIIII IIIiIIIIIIIIIIIIIIIIIiIIIIIIIII IIUIIII I I -�..: I I, Iil IIIIIIII11111III1 I111lIIIIIIIIIIIIIIIIIIIiIiII 101'1'5 0 I N 0 "r N z i.JkLka:jf I IIIIII JIIIJIIIIII2. - I, II I I ` I i t I I I I J I I I I I I I , I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I IIIIlIII I : I iIIIIIiIII`; II IIII 4 5 6 7 8 9 , 10 11 1MDEIY6£RMAnY 12 NOTE: If the microfilmed document is less clear than this . notice, it is due to the quality of the :original document. LANDSCAPING 4 OCCSKNENO AT A POINT M O4 BEAR NORM r;1i11'44111' EAST A OiSTANC C Of 199./7 nil' FRON A Is0 6T AT 1>!r QF ,i AIRVE ON THE C NT Of DC C� �s MAD, NOW PAVED, SAO CURVE ONO O dM` Yt, NET NOM ANO 440 FEET vesT O ' THE WAXIER S ? US =ROM 14 MD 15; THEME SWAM *ye LAST MS IKU7' TO A POINT C 4 THE /40/11141VESVALY AF4S(f- 01-PAY WARM OS' 1 STArt HIONWAY 140. 1 AS SA/0 SIMO i 'XA$ EST 5M' 4110 1dENT AND DECREE Of ,APPROPRIAVON 111 KINO C4%JN1Y SUPPS R COs.i, CAM o. 50i370; 11104CE SOUINWEVERLT M. SAIO POfi�?' ' !Ui 004 TO A PANT ON THE NORTHEAVERLY 011T∎4 r -1WAY um. tip 'IHE Pt'CET SOUND ELEC1R>C RALV/AY WOW DIME tMJ1t1HMIE311X.Y WAG SAID 14OR11EAsTmv MARON TO A ROOST FROM M6 1 THE POINT ',aF GEaNNING Btms NOFITH 40 E AST: DIEM NOM 44, m EAST 20.0 FEET TO Dir PONT c SCONNINO. n..CCIY CV CITY OF TUKWILA DEC 1 2 1989 PERMIT CENTER DATA: BUILDINGS_; BUILDING TREATMENT PER REIMAGE DRAWING 5- RFF -G -IV CANOPY NEW M -43x50 C4 -19 CANOPY. TOP OF FOUNDATION - CL OF DRAINS - r'L1t f 98.29 1 BOTTOM OF FASCIA /CAPITAL - iT oo l ANKS DISPENSERS & ISLAND TREATMENT: INSTALL (3) 12,000 GALLON FIBERGLASS PRODUCT TANKS WITH SUBMERGED PUMPS. PRODUCT AND VENT LINES TO BE 2" DIA. GLASS FIBER PIPE. SEE DWG 15R. TOP OF PRODUCT TANKS -- L1111.1 INSTALL (1) 550 GALLON FIBERGLASS FUEL OIL TANK RECONNECT TO EXISTING CONDUIT AND PIPING. INSTALL (1) 550 GALLON FIBERGLASS SLOP OIL TANK RECONNECT TO EXISTING CONDUIT, VENT PIPING, AND PIPING. VENT RISERS TO EXTEND A MIN OF 18" ABOVE EXIST BLDG ROOF. TWO LOCATIONS. INSTALL (4) MULTIPLE PRODUCT DISPENSERS WITH ISLANDS. SEE DWG 13RG. ISLAND TREATMENT PER DWG. 11-- IL -IV.. INSTALL NEW 2" G.F. PRODUCT PIPING FROM NEW DISPENSERS TO NEW TANKS. AR! . RIV TRF TMENT SEE DRAWING 16 FOR INSTALLATION DETAILS OF ITEMS SHOWN THUS 0. EXISTING ELEVATIONS SHOWN +000.00 FINISH ELEVATION SHOWN + f I CONTRACTOR TO VERIFY ALL ELEVATIONS WITH OWNER'S FIELD ENGINEER. DWG, NO.: 46-033-11064 SCALE: 1" =10'-0" . MADE BY DATE: 11 -2 -89 _ CHECKED REVISIONS THE EXISTING CIRCUITS AND WIRING TO BE CHECKED FOR ADEQUACY. REFER TO DRAWING 10 -RI. UPGRADE ELECT SERVICE FROM 200 AMPS TO 400 AMPS. PAINTING TREATMENT PER BUILDING DRAWING 5- RFF -G--IV i ISLAND PAD TO BE 6" THICK CONC W/6x6x6 GA. W.W.F. (MEET EXIST GRADES) ASPHALT PATCHING TO BE TYPE "A" (MEET EXIST GRADES),,;, TANK PAD TO BE 8" THICK CONCRETE WITH 3 6X6 - W2.9 X W2.9 WELDED WIRE FABRIC. PAINT PREVIOUSLY PAINTED EXPOSED TRiM ON SALES BLDG. NOTES • d ALL CONSTRUCTION IS EXISTING AND TO REMAIN UNLESS NOTED OTHERWISE. . SEPARATE CONTRACTOR WILL ADD ALUMINUM COMPOSITE MATERIAL PANELS TO EXTERIOR OF ALL BUILDINGS. . REMOVE EXISTING YARD LIGHTS AND INSTALL NEW YARD LIGHTS. ON EXIST BASES. • INSTALL NEW CONDUIT FROM EXIST ELECT PANEL TO NEW CANOPY, MPD'S, AND SUBMERGED PUMPS. SAW CUT EXISTING CONCRETE ISLAND PAD SO AS TO ALLOW REMOVAL OF EXISTING PUMP ISLANDS AND INSTALLATION OF MULTIPLE PRODUCT DISPENSER ISLANDS WITH PRODUCT LINES, AS SHOWN. INSTALL CONCRETE PAVING TO MEET EXISTING PAVEMENT AND GRADE ALONG JUNCTURE OF INSTALLED PAVING. BP OIL CITY OF TUKWILA APPROVED FEB 9 U WV. , IVISION RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, _OHIO 44114 PLOT PLAN 1-5 AND INTERURBAN AVE. 13310 INTERURBAN TUKWILA, WA 1 1 tl ghl) A, • f . - i s * 24 P IIITgO1Ml. t t%CL AA 110/1 Afav .� , 02 11 �. :i]r k ^ • � 1- .�r�dr��X %fs!1Ye�•�?X'1v'�t .X'- �#'>F',�`��.5 tc:.�a � �.... ",tiha su' <5b:�s: "�'�+� - ,' , Srs�' . . .. ,&drams.-. 'f .; are' : s '. . • • .. .. •V�,.E _, �Y...i..Y }i Y. i, �.,i •:., ...:F3t . \l., X a'7''!,. ,•,.�, .. :� : Y 5.1+ Z` }_. L2F��. 1 111 ► i l l l 1 1 V 1 1 111 1111111III11II1II I111111IIIII1 `III1I1iIllllilii11111jil 0 iOTH5INCH 1 MArjE 12 3 4 5 6 7 8 y 10 11 ��RMAN1 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. O8 6Z BC CZ 9 SZ 4 1Z £Z Z tZ OZ 61 sl LI 91 Sl fit Cl Zt IL UI, 6 8 L. 9 S + J c Z I wv1 O 11111111111111111111111111111111111111111111111iI11101; 111ii1111111111IIIIIlIIII !IJ1111II111.1, lli )11)1HIIIII 11111111111 illl/ Illi111 )111111111I61III 1111111 II II� ' IIIIIIIIlIIIiIlII • . • 1- PANG L S-2 9. H. Poo r� TO R E tit AI N i° t'AN EC Z PAN LS O. H. POOR TO REMAIN EQ. PANELS f2R R.1 T Y • . '� .. ... „.. s,'.!•7 a ,.:�i�.y. ^; I -¢ RIGHT SIDE ELEVATION NUMBER AMENITY UNITS TRASH CONTAINER COVER CRAP Al INST U2O rl EC c. PANELS rt 'S -2 REAR ELEVATION ALL P.. HELS - '3 ER. PANtLS gist. 12 MA)C. CITY OF TUKWILA APPROVED FEB ' 1 S BUIL IN i VISION SHEET jiljulagfr_2444li____ '1 & RP7o OAAW BYe CHECKED DV': 274 Vim Ave S.W. PAINT 6 TRIM TO MATCH BLDG NEW TRIM 0 - OWNER FAB ® FABRICATOR G.C. -• GENERAL, O.S. - OWNER'S SUB- CONTRACTOR CONTRACTOR BUILDING ALUMINUM : A= COMPOSITE EXT RNALLY ILLUMI ATE r" ALUM. COMP. SIGN �R�► YAR u LI = R.1 SILVER R.2 BP GREEN R.3 LIGHT GREEN R.4 DARK GRAY R.5 PORTLAND GRAY R.6 ALUMINUM R.7 WHITE • R..8 BLACK • R.9 BP YELLOW e IN .1eQO n•••••• �-: . . ... w . .,.,. . _ ' r ..•. .� r a• , = a� .: (-. �.. ' ,11 ' r 'y 8 tr <�}!1 • ■ .. 4 In 8 CO 4POSITE MATERIAL FASCIA `.. ..,° L.EyOLIT OM. 20 pLACE CANOPY FRAMING PLAN FASCIA PANEL • 4.. 0 Roc .° (2.) -1 "4 CONDUITS AN $!RtltCt,Na DOwu LtG$4TS 0)- rsEI IC11m mum FASCIA L E •T R' AND SPREADERS_ •4/4 1.EP'T EMPTY. ( ER'(F ( %- ocA .1 V.S. O• S• RECESSED L.Ic HT FIXTURE \ r 11 5d (T 'SIo x1c�x 3/ . q TTP. 4 -PLAc ES F R0N _E _EY •TIC)N 1 1 0 " • --.._ ......., •••■•■• - ..-. -• - ---- coes G uT r€ R I etr -.; 4 D . S•3 2 -o J E3ULL•NOSE FA..iA NEON Li Ts rIc ......e. Cn ©F F'TAG I "TOP OF Pa. 2°e PeAi R ToP OF 'P.JVE Si.A6N } NEON LlaiNTING -�'- 0.) 5 VERT (I)do Kok .CORNER AN!) 0) MID or 1~A. 5 IDE I/ V TIES AP 12 "e•C. US ( TiEScp TOP 4 F3oT. OF ANCROI; r3oL'rs 1 A•307 i Ncm. F3oL•rs �e W /ti014BLE NUTS Amp v: Z` THREAD Ss Ca "€eft *r. REP 11/c.01-1.,UMN • f 1h II TOP OF FLAT F'A5GIA BULL•NOSe ' jASCIA aN/CO M POSI T E MAT Ic R 1.'L BY STL. PAt3RICA )R FLAT COMPOSITE I1IAT E R' A L FASC I STL FABRICATOR di'4) 1"vc LEAt'ER TS 5)c6nK PACs? COL. :F .4?Y! .. - i_:.•::,tr } }, r:•.tr,♦,F.n -. 7 _ln.�a� `: 4.F�'ay... 22 a^. Pa.ALV FLASHef 1 FA3C.IA Suss BI Cv. r oultp v lVeS esr2 >s Va F»Cit 4 a► 4-D G. TYP MARK QTY. oE•SCRlPTION BILL. Off MATERIAL 12 =4," 24 GA. eALV. FLP H$Ndr t:ASCIA 5UPP BRACKET BUILD W /L'S 2s& a `.a PA C ING & 4t0a 04.10A% SITE EvATIoN 3� ECTION- W14 1 y • 4 4111101`e* Pvc LEADER w /M@TTAL CrovER 20 4A. cALV. CO NT. 4:21.9 T TU laf 3 -11Ya TYP. BM TO Bwi COkPI asEI[ 45Ec•'4'. -A w1mx22 I' t es 11 -10 W141130 STIFF. CO y W%4 x22 ECTION- I =O - TOP OF FTC 1' Feu R 44'`i' PVC LFADRR I TS xSx FALSE Cat.. STIFF- Ft 1.4 4 /coLuMN • (4) M.S. A30' TIP. ALL BM TO 13Ci1 COSH'S STIFF. It ) BOTH SIDES or WEB RIB TO RIB CONK. 135E no 'S.ui. SCREWS OR rr " ct p-Lua wELD a ( Y R 2- PLACES fT1Nr1 51) PP"y , •Nt roFA .EN P) cif • . •k " . CONDUITS VERIFY LOCATION ASE ft (.0 I -G 5@ wA)- I %e "O 10 LES FOR I ANCH. BOLTS rs . . 1 '..1' °Ow . . .40 w. S. j .! ? ? `� fe r ;- r:f�s� .,R �..e�s..�f) 'ti :r1 .. •'. . .. - . J . .r. 1....., .. :. . _ '- . .. �' - ; `i Z T, -, ... . 3.. .f' i < •.'h.: - i . . .: ,} ,: �. '' . .:.:. IIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIiII114114 1111111111111111 111111 1111111 1111111111111111 111111111111 11111111111111111111 X1111111 11111111IIII' IH1111 1111111111111111111111111III11111IIIj 0 oTHSIHCH 1 2 3 4 5 1 6 7 8 9 10 11 MADEINGERwvn 12 NOTE: If the microfilmed document is less clear than this notice, it is dun to the quality of the Tragical document. 1 I!IlIJ III 06 6Z aG i2 9Z GZ +7Z CZ ZZ I 02 61. 91 Lt 91 91 hl Ci Zi ll pi. ! 6 9 L 9 S +i E Z 6 WW 0 I l iliiiliii1111.1i111I111 111111111(lllillll 1 1 1 1ll lll► 1111111 ►1Iii111liIIl1i 111.li 111 ililillllliiilhillliiiiliiill11 1,11 l 1 .l iliiii lil11111H!iiiilniiiiiiiliii I Iii I� II IIIIiI,IIIIIIIIIIlIiIiIIIIIIIII .:,. 11:11, - • • .a f• V • .► Vr`' I • r . • COL.TOP. A -4 _ W 4 • /4 M.BOLTS C . s +3 TOP OF P. T, ,.1 ..?• y ill% Tel P • • RECEIVED cle . C.1 2.19 9 . ISTtiRf•e PERMITCENTE1§ tAL t" . 1 • • - - - - - N QA. S1M S1Pi'017 fA t COG INXII - •° -o.,,� _-•r__ _.._ P S:T I P F i CITY OF TO APPRO FE DUILDit MLA ED 1996 ;ION re. I 1 '/=•> e 2 >E 3.4 OA. QiAW. 11116& 11131. P SOW DSCL MIMI CUP WI 3,8" a 001. !l. - r - m 9 . UP. PM WIT fC uitt° --\ titzu 90" SECT /ON RICESSED 1.16Hr Dreads. Tiro AU SECT 4% tt•.lotu ret•Ieet$a . . -- REVISION eEFIIIIQOt r ••• - •"' '•: 1 " t • • • MOE, U, @.C• 1899 Edition Lire l,seds& )1est•29PtF, Wind NO tt iapeowee• -C etruot. Stool: AVM A roan 991 whoa?. Tebings A8Ti1 A800, 0reds -e, Fyg.48 It131 hoot Oeekt AVM A448, Oracle C, P'y� 1St 20 p ge lv " ,- j° Sa, Fb. 4 KAI - . -- 94.2Z9 ins/ f•% width, ribs in ?0811$110 $14.34 1nf/ ft width, (Fibs in soap?. Itoldod sonnet et noted en dreteing Alt weld. eht;lt bs p•'forle•d Oy • lei oert(ftod asld4r using 495 01.4 -$2 e1riOx$ « Pelnforeln* Stasi: Osfornod pinos 314.1 oonfersinp to MTN A. -4115 Seeds Sa fool KM Cenertttet fea.750O P111, fc AEI, / 1/= esoM semen% per noble yard senore1e end a serious of e 4/4 lotions of ester per W It seek et . Gwent. Feotln /: intend festing to firs undl• %staid soli of 1800 P I besting espsolty, eosiln lifters% soil pressure -190 PCF /ft of depth baton /reds leenstreinsd at top by P. SAS drive •teal!). At% flit adJeae$r%t to footing shill to ptee•d In P. Lifts 4nd seepe•ted 10 IRbX denolty;at optlrwa eoistare content se deterstn3d by Atl'ftl D-1557 test tao thsd. iCe %1 MMag. Dept. ter Inepeti$len pier to purring oonotetel. • • • CITY OF TUKWU ' E'. ��L�� �d i�Q�Lal4►5ES r � • •. :'°°` .) CONS. uti :itdtb :swoon! /5 :a •: ''s,'- ':• �a0aat tit, ) O1 • .e *i. Ly. 111 1. • ... I li J .. . • • . . • .... '.1 - .• • :. u . w . 1 • 2745 run Ave S.W. Seattle, WA 9844 • (2O6)622.380O SHIES. .116E _ A ' p • Cta = • PROJEOft 33161a.ei earj ' - e ai%A a e ._,* .r r CKED 8V: GATE /- ?ATE IMO 04.3 � fi . -•. .. , � .. ����. 11� . 'sue S .: V os 1 • • ■ .. 4 In 8 CO 4POSITE MATERIAL FASCIA `.. ..,° L.EyOLIT OM. 20 pLACE CANOPY FRAMING PLAN FASCIA PANEL • 4.. 0 Roc .° (2.) -1 "4 CONDUITS AN $!RtltCt,Na DOwu LtG$4TS 0)- rsEI IC11m mum FASCIA L E •T R' AND SPREADERS_ •4/4 1.EP'T EMPTY. ( ER'(F ( %- ocA .1 V.S. O• S• RECESSED L.Ic HT FIXTURE \ r 11 5d (T 'SIo x1c�x 3/ . q TTP. 4 -PLAc ES F R0N _E _EY •TIC)N 1 1 0 " • --.._ ......., •••■•■• - ..-. -• - ---- coes G uT r€ R I etr -.; 4 D . S•3 2 -o J E3ULL•NOSE FA..iA NEON Li Ts rIc ......e. Cn ©F F'TAG I "TOP OF Pa. 2°e PeAi R ToP OF 'P.JVE Si.A6N } NEON LlaiNTING -�'- 0.) 5 VERT (I)do Kok .CORNER AN!) 0) MID or 1~A. 5 IDE I/ V TIES AP 12 "e•C. US ( TiEScp TOP 4 F3oT. OF ANCROI; r3oL'rs 1 A•307 i Ncm. F3oL•rs �e W /ti014BLE NUTS Amp v: Z` THREAD Ss Ca "€eft *r. REP 11/c.01-1.,UMN • f 1h II TOP OF FLAT F'A5GIA BULL•NOSe ' jASCIA aN/CO M POSI T E MAT Ic R 1.'L BY STL. PAt3RICA )R FLAT COMPOSITE I1IAT E R' A L FASC I STL FABRICATOR di'4) 1"vc LEAt'ER TS 5)c6nK PACs? COL. :F .4?Y! .. - i_:.•::,tr } }, r:•.tr,♦,F.n -. 7 _ln.�a� `: 4.F�'ay... 22 a^. Pa.ALV FLASHef 1 FA3C.IA Suss BI Cv. r oultp v lVeS esr2 >s Va F»Cit 4 a► 4-D G. TYP MARK QTY. oE•SCRlPTION BILL. Off MATERIAL 12 =4," 24 GA. eALV. FLP H$Ndr t:ASCIA 5UPP BRACKET BUILD W /L'S 2s& a `.a PA C ING & 4t0a 04.10A% SITE EvATIoN 3� ECTION- W14 1 y • 4 4111101`e* Pvc LEADER w /M@TTAL CrovER 20 4A. cALV. CO NT. 4:21.9 T TU laf 3 -11Ya TYP. BM TO Bwi COkPI asEI[ 45Ec•'4'. -A w1mx22 I' t es 11 -10 W141130 STIFF. CO y W%4 x22 ECTION- I =O - TOP OF FTC 1' Feu R 44'`i' PVC LFADRR I TS xSx FALSE Cat.. STIFF- Ft 1.4 4 /coLuMN • (4) M.S. A30' TIP. ALL BM TO 13Ci1 COSH'S STIFF. It ) BOTH SIDES or WEB RIB TO RIB CONK. 135E no 'S.ui. SCREWS OR rr " ct p-Lua wELD a ( Y R 2- PLACES fT1Nr1 51) PP"y , •Nt roFA .EN P) cif • . •k " . CONDUITS VERIFY LOCATION ASE ft (.0 I -G 5@ wA)- I %e "O 10 LES FOR I ANCH. BOLTS rs . . 1 '..1' °Ow . . .40 w. S. j .! ? ? `� fe r ;- r:f�s� .,R �..e�s..�f) 'ti :r1 .. •'. . .. - . J . .r. 1....., .. :. . _ '- . .. �' - ; `i Z T, -, ... . 3.. .f' i < •.'h.: - i . . .: ,} ,: �. '' . .:.:. 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S1M S1Pi'017 fA t COG INXII - •° -o.,,� _-•r__ _.._ P S:T I P F i CITY OF TO APPRO FE DUILDit MLA ED 1996 ;ION re. I 1 '/=•> e 2 >E 3.4 OA. QiAW. 11116& 11131. P SOW DSCL MIMI CUP WI 3,8" a 001. !l. - r - m 9 . UP. PM WIT fC uitt° --\ titzu 90" SECT /ON RICESSED 1.16Hr Dreads. Tiro AU SECT 4% tt•.lotu ret•Ieet$a . . -- REVISION eEFIIIIQOt r ••• - •"' '•: 1 " t • • • MOE, U, @.C• 1899 Edition Lire l,seds& )1est•29PtF, Wind NO tt iapeowee• -C etruot. Stool: AVM A roan 991 whoa?. Tebings A8Ti1 A800, 0reds -e, Fyg.48 It131 hoot Oeekt AVM A448, Oracle C, P'y� 1St 20 p ge lv " ,- j° Sa, Fb. 4 KAI - . -- 94.2Z9 ins/ f•% width, ribs in ?0811$110 $14.34 1nf/ ft width, (Fibs in soap?. Itoldod sonnet et noted en dreteing Alt weld. eht;lt bs p•'forle•d Oy • lei oert(ftod asld4r using 495 01.4 -$2 e1riOx$ « Pelnforeln* Stasi: Osfornod pinos 314.1 oonfersinp to MTN A. -4115 Seeds Sa fool KM Cenertttet fea.750O P111, fc AEI, / 1/= esoM semen% per noble yard senore1e end a serious of e 4/4 lotions of ester per W It seek et . Gwent. Feotln /: intend festing to firs undl• %staid soli of 1800 P I besting espsolty, eosiln lifters% soil pressure -190 PCF /ft of depth baton /reds leenstreinsd at top by P. SAS drive •teal!). At% flit adJeae$r%t to footing shill to ptee•d In P. Lifts 4nd seepe•ted 10 IRbX denolty;at optlrwa eoistare content se deterstn3d by Atl'ftl D-1557 test tao thsd. iCe %1 MMag. Dept. ter Inepeti$len pier to purring oonotetel. • • • CITY OF TUKWU ' E'. ��L�� �d i�Q�Lal4►5ES r � • •. :'°°` .) CONS. uti :itdtb :swoon! /5 :a •: ''s,'- ':• �a0aat tit, ) O1 • .e *i. Ly. 111 1. • ... I li J .. . • • . . • .... '.1 - .• • :. u . w . 1 • 2745 run Ave S.W. Seattle, WA 9844 • (2O6)622.380O SHIES. .116E _ A ' p • Cta = • PROJEOft 33161a.ei earj ' - e ai%A a e ._,* .r r CKED 8V: GATE /- ?ATE IMO 04.3 • • • tl•.I'a — _._- .._. ..}.••• _ •• "i1i. FASCIA PRE GRETN PSA N E L'S a a. I d Cr" DATE //• OATS IIIMM1014 Dw RIM MVO. itHEST *a Os." . .N *sap FIWORD Ott**. 410524 cumunterts „ ;�'... • • • • • EON 7. ALUM. ANOD. TRIM L 24 GA.GALV. FLASHING ol=••.......d••_ — ............. _•• TOP OF O.H. COORS EXIST. METAL w.a.LL. ji I TO REMAIN SECTION - I% " =1 . 40 _•_.•..•.••,, .. ••• ..._. •t•_ Par_.Y• . EXIST. O.H. ROOF "TO BE REMOVED F•a. S C IA A.C.M. PANELS PRE-FIN. SILVER 1" t.XI3T. E.RICK vGNEER BOTH 'SIDES Orr O.H. DOORS "TO BE REMOVED EXTER. BLDG WALL METAL. OR I3RICK yENEER 1 • SAME AS SECT• E HAT SECTION .11.. le deA. P,ALV. SPA It44 V 2 O.C. EXIST. BLIP ExTER '. WALL. BRICK OR METAL TOES OF FLOOR ¶ I_A B r I • A ■ / riL I i SECTION - T•f pIC M WAL PANE EJ.rM, plow► vtEW �..� SECTION - I/ =i >.y :.), .rnai;f. ?.. i•.... ..3...i*�.Yrar/t:.: Y•. .6.7a°. .. WALL PANEL PRE-FIN. SILVER A.C.M. PANIEL N SEA M S Cr 3 4 3,%2 Q.C. MAX BASE TRIi4. PRA'- FIN DARK GREY CoN STAINJLES STEEL " x % FASTENER \ /EIVT. WALL. PANEL PRE-PIN. SILVEP ,6+..e .M. PANEL E_A3TE: NER USE S.M. SCR EW 5 'rlo x 4,. FOR METAL TO McTA.L I e�Ca'T• 'STA. UsE TYPE TAPCON klo x I / METAL TO r,Rick @1g "o.C. Y B STAG, NAT SECTION 'LS* 18 (A e",,eALV. • .3 • goorroammocommormainerimentwomasiome PLAN VIEW SECTION I % =r-O" 1 I I I I I I I I I I I! 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Lv. 32" t7.Co. MA0c. ALL END coNN use le) - 36'4)PLUG WEL OR CV S.M. SCREWS HAT SECTION _r t. IS G. A. GALV. SPACING aid O.o. TOP OF DOok OR W I i'I DOw Ni U L L I c:' N WINDOW WINDOW ?A ULI.ION TOP OF FLOOR SLAB I D ••' • • •f• ‚ 10 • . .A RFCEIVf'IS CITY OF TUlCVi Of C 1;2. *i 4* niMIT CENTER •.� •• . .t'• ... -. .' : •. • •••4M • . . • • . •.'.., ': •..••... • I .,..,.... : ,,,,,, - " .' ALEX N. KOLLI ,6° S F RTES :, .1 • ' •)�` 4 1:•:: ' V ►d31iTiTItie IaicEl st Iii:T11 ,•, %e' 2 ' ,' + t 2 0111e 4oe► 1•t Sur �i1b 19 1� � 49 p � I y 4 WALL PAN F1.5 SPMEASSEC-D 5SE sec.- FOR B.ASfE TRIM Si i� B ull CITY OF TUKWILA APPROVED FEB 1990 T ION • G (V -° MATERIAL SCHEDULE BM BUILDING MANUFACTURER GC GENERAL. CONTRACTOR S SUPPLIER 0 = OWNER ! INSTALLER NO. DESCRIPTION • QTY, S ! 1 12 X 21 1 /2" 400W 208V SUPER METAL HALIDE DOWNLIGHT FIXTURE 22 0 SEE NOTE 4 2 FASCIA STRIP LIGHT JEFFERSON ELECTRIC, ,ATALOG NO. 721 - -451, SECONDARY 7,500 V. 60 MA, PRIMARY 120V. BALLAST FOR EACH 78 NEON STRIPS OR EQUK. 6 BM SEE NOTE 7 3 Br.A U. "! '; .ND BACK LIGHTS J :FFERSON LLEC R!C CAT. NO. 721 --431, SECONDARY 50 6000 V, 60 MA, PRIMARY 120 V., OR EQUAL • 0 ! ! i SEE NOTE 6 4 LAMPS FOR ALL FIXTURES _ 0 GC � BM ' S FIXTURE SUPPORT ANGLES : SEE PLOT PLAN FOR ACTUAL . NUMBER AND LOCATION OF BRAND LETTERS 14\ NOTES BF OIL CO. RETAIL MARKETING DESIGN AND ENGINEERING 200 SE CLEVELAND PUBUC OHIO 14 ELECTRICAL ACCESSORIES DWG, NO.: 10 REV.: 7 SCALE: N.T.S. MADE BY: CDECO Y: DATE: 3 1 89 CHECKED BY: . . RE VI 'ONS DATE DWN VD :. � REDRAWN _ 3 1 89 CDE 1. ADD NOTE 10 6 CV_ — 11111111110111111111 ' k' U: . r 1. BUILDING ONLY 2. BUILDING WITH THE FOLLOWING COMBINATIONS: A. ROLL OVER WASH ROW) i o FROM UTILITY TO KIOSK PREFERRED UTILITY POLE MOUNT FOR SERVICE EQUIPMENT (NO SCALE) OPTIONS e D. SUPPORT BUILDING, ROW CONDUIT E. HIGH RISE ID SIGN, ROW 1 EA. 2.5" 1 EA. 2.5" 1 EA. 2.5" 1 EA. .3" 1 EA. 3" 4 EA. #250 MCM 3 HOT, 1 NEUTRAL 4 EA. #500 MCM 3 HOT, 1 NEUTRAL) 4 EA. #350 MCM 3 HOT, 1 NEUTRAL CONDUIT 13. SUPPORT BUILDING C. HIGH RISE ID SIGN G. HIGH RISE IC SIGN 1 E A. 3" SUPPORT BUILDING, ROW 2 EA. 2.5" 3 EA. #350 MCM (2 HOT, 1 NEUTRAL) 1 EA. 2" 3 EA. #25MCM 2 HOT, 1 NEUTRAL 3 EA. #250 MCM /2 HOT, 1 NEUTRAL) 2 EA. 3" 3 EA. /500 FACIA 2 HOT, 1 NEUTRAL) 2 EA. 3 EA. #350 MCM 2 HOT, 1 NEUTRAL 3 EA. #350 MCM 2 HOT, 1 NEUTRAL) 3 EA. /#500 MCM 2 H1 NEUTTRAL 2 EA. 3.5" 3 EA. {/350 MCM (2 HOT, 1 NEUTRAL SITE INCOMING ELECTRICAL SERVICE DROP WIDTH AS REQUIRED FROM UTILITY PREWRED TO BUILDING INTERCOM SYSTEM TO KIOSK r ` - CONCRETE FOOTINGS (DEPTH TO BE BELOW LOCAL FROST LINE) ALTERNATE PEDESTAL MOUNT FOR SEVICE EQUIPMENT (NO SCALE) • 5 ft I CANOPY COLUMN 3/4" CONDUIT SPREADER BAR (MOUNT SPEAKER TO CANOPY COLUMN IF NO SPREADER BAR EXISTS) TYPICAL FOR EACH DISPENSER 3/4" CONDUIT INTERNAL INTERCOM WIRING FOR NEW BUILDS R &R Si I °E_ S_� (NO SCALE) HORN INTERCOM MILKING FOR RETROFIT INSTALLATIONS (NO SCALE) COUNTER r + i1lI1IlI11lIIIIII�IIIIIIIIIIilllfll�llllf 111 1 IIII 11IIIII IIII I 1111111 l�ilfll �Il�fll IIII{�I 111111 ill I'�I 0 167HS INCH 1 2 3 4 5 1 6 ( I( I 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original. document. IiII I IJ1I II�rI I II I I III I I I II I I1 1 1 I I IIII I III I III) I I I III 9 10 11 M.A08 rN OERMAHY 12 oc 6Z se LZ 9Z SZ 4 1Z £Z Z IIII Z LZ OZ 6L 8t LI 9l St 1 71 £l el Ll O1 i 6 8 L 9 S 4 i E Z L "" n 11111111Ii1► IIIIIiiIIIIIIIMIIMIIIIIIIIIIIII1lllllllllllllllllllliillllllllllll (II!!IIIIIilll ilillllll1W11lllllllllllllllll1111111111 1011lll1 1111111 IIIIII! Illilllllllllllll1111II11111111II111filiIIIIiII IIIIIIII I IlI1ll� I 11ll ( Jl�I ' Illll , - _ .�..:.,.... .. .. . I �lii �l�ili1 IIIIIIIIIIIIII t; {4: RECEIVED CITY OF T UKWILA DEC 1 2 1989 PERMIT CENTER 2 3 4 6 0 MATERIAL SCHEDULE BM = BUILDING MANUFACTURER C = GENERAL CONTRACTOR O = OWNER SC = SEPARATE CONTRACT METER CT CABINET (IF REQIRED CONDUIT AND WIRE (SEE TABLE) SOLID COPPER GROUND PER NEC 400 AMP. 3 PHASE 120/208V. "Y" (600 AMP. 1 PHASE 120/240V ONLY WHEN REQUIRED BY LOCAL CODE OR UTILITY CO.) FUSED MAIN DISCONNECT' GALVANIZED CHANNEL IRON (PAINT RUST RESISTANT GRAY) 3" X 3" X 3/16" GALVANIZED ANGLE (PAIN1 iUST RESISTANT GRAY) POSI r ;�N MASTER STATION =: GAUGE TWISTED PAIR CABLE AS RE 1, R' SERVED 11 HORN/SPEAKER (UP TO 8 IF SO 1STATIC': IS UTILIZED) 12 J JUN1Ic;J BOX 13 INTERCOM TERM IN BACK ROOM TERMINAL STRIP L_ JUNCTION BOX 14 3/4" CONDUIT CARRYING 3 CONDUCTOR, MYLAR SHIELDED CABLES, 22 GAUGE WITH 175 DECREES F RESISTANCE. OVERALL JACKET FOR 3 CABLES 60 DEGREES C TEMPERATURE RESISTANCE. NYLON STRIPPER CORD AND 0.D. OF 3/16 ". 15 JPREWIRED DISPENSER SPEAKER AS CONDUIT SPEAKER . TO BE USED ONLY IF UTILITY COMPANY WILL NOT MOUNT ON UTILITY POLE. 1 1 1 AS REQD 1 AS REQD AS REQD AS REQD AS REQD REQD S = SUPPLIER = INSTALLER GC 16 DISPENSER SPEAKER JUNCTION BOX AS REQD 0 0 17 BUILT INTO DISPENSER 1AS REQD 0 0 L NOTES . "UTILITY POLE " — ATTACH EQUIPMENT PER LOCAL UTILITY COMPANY REQUIREMENTS. . G.C. TO INSTALL OUTSIDE OF RUBBISH ENCLOSURE UNLESS OTHERWISE SHOWN ON PLOT PLAN. . G.C. TO PROVIDE TEMPORARY POWER DURING BUILDING CANOPY ERECTION. INTERCOM WIRING MUST BE IN SEPERATE CONDUIT, SHIELDED FROM POWER WIRING de OTHER SOURCES OF INTERFERENCE. SPEAKER CONNECTIONS TO BE MADE WITH CRIMP CONNECTORS. SEE CANOPY DRAWING FOR NUMBER Sc LOCATION OF HORNS. . G.C. TO MOUNT HORN & DIRECT STRAIGHT DOWN. . SEE "SPECIAL INSTRUCTONS FOR B.P. OIL CO, INSTALLATIONS" FOR DETAILS FURNISHED BY TALK --A— PHONE WITH EACH INTERCOM SYSTEM. 10. REFER TO DISPENSER DRAWING FOR DETAIL. ALL INTERNAL BUILDING WIRING IS DONE BY BUILDING MANUFACTURER. G.G. IS ONLY RESONSIBLE, INTERNAL TO THE BUILDING, TO TIE IN TO JUNCTION BOX. O 0 GC r 1 LOAD 1 PHASE 3 PHASE CANOPY DOWN LIGHT (1- 400W -SMH) 2.4 AMPS 1.6 AMPS NEON STRIP (4 BALLASTS) 9.4 AMPS 9.4 AMPS FASCIA f3RANDLETrER 18.8 AMPS 18.8 AMPS LIGHTING CONTACTOR CONTROL POWER 1.0 AMP 1.0 AMP BACKLIT SPREADER (1 DISP, 6 LAMPS) 3.8 AMPS 3.8 AMPS EXISTING FASCIA LIGHTING (1 FIXTURE) • 1.0 AMP 1.0 AMP INSTRUCTIONS FOR REIMAGE ELECTRICAL WORK: TO (4) YARD LIGHTS TO (4) YARD UGHTS TO (4) YARD LIGHTS TO (4) YARD LIGHTS TO BACK UT SPREADER (4) TO BACK UT SPREADER (4) TO HIGH RISE SIGN TO HIGH RISE SIGN -- TO C -9 TO C -11 TO C -10 10 C -12 TO C - ?1 TO C -23 --- TO C -18 TO C -20 TO NORMAL ID/PRICE SIGN TO SUPPORT BWG. LOAD CENTER. TO DP30 IN CARWASH. TO C- -25 TO C- -14 TO LIGHTING CONTACTOR AT 'A' IN CARWASH. IF REQUIRED. TO UGHTING CONTACTOR At SUPPORT BLDG. IF REQUIRED. 1. CALCULATE THE ELECTRICAL LOAD TO BE ADDED USING TABLE 1. ADD THIS LOAD TO THE EXISTING ELECTRICAL LOAD AT THE SITE. IF THE TOTAL EXCEEDS THE SERVICE ENTRANCE AMPERAGE RATING, CALL THE OWNER'S REPRESENTATIVE IMMEDIATELY. DO NOT PROCEED WITH ANY ADDITIONAL WORK. 2. DETERMINE IF SUFFICIENT CAPACITY EXISTS IN THE EXISTING PANELBOARD TO ACCOMMODATE THE LIGHTING LOAD TO BE ADDED. IF NOT, INSTALL A NEW LIGHTING PANEL (PANEL C -- SEE MATERIAL SCHEDULE). 3. POWER FOR PANEL C SHOULD COME FROM THE EXISTING INCOMING SERVICE. UP TO SIX (6) SERVICE DISCONNECTS ARE ALLOWABLE, PER THE NEC. IF THE ADDITION OF A SUBFEED FROM THE. MAIN INCOMING PANEL TO PANEL C EXCEEDS THE 6 DISCONNECT LIMIT, CALL THE OWNER'S REPRESENTATIVE. 4. TRANSFER ALL LIGHTING LOADS FROM THE EXISTING PANELS (I.E. LIGHTS FOR AREA LIGHTING, CANOPY, FLAG POLE, PRICE SIGN, ETC.) TO THE NEW PANEL C SO THAT ALL LIGHTING IS FED FROM PANEL C. INSTALL BLANKS IN THE SPACES CREATED BY THE REMOVED LOADS. ALL UNUSED POSITIONS IN PANEL C ARE TO BE LEFT BLANK WITH THE TABS REMAINING IN PLACE. 5. THE CONTRACTOR WILL CLEARLY AND PERMANENTLY LABEL EACH NEW AND RELABEL ANY EXISTING BREAKER POSITIONS AFFECTED BY THIS WORK. 6. INSTALL A DOWNSTREAM LIGHTING CONTACTOR (SEE MATERIAL SCHEDULE) TO CONTROL ALL OUTSIDE LIGHTS. NOTE: NEON OR SIMILAR ACCENT LIGHTING ON THE CANOPY IS NOT TO BE CONTROLLED BY THE CONTACTOR AS IT WILL BE CONTINUOUSLY ON, 24 HOURS PER DAY. 7. IF SO INSTRUCTED BY THE OWNER'S REPRESENTATIVE, INSTALL AN ON /OFF SWITCH TO ENABLE THE STATION ATTENDANT TO OPERATE THE LIGHTING CONTACTOR FROM THE FRONT SALES AREA CF THE STORE 8. WIRING TO THE NEW CANOPY LIGHTS SHALL BE RUN THROUGH THE EXSITING ONE (1) INCH DIAMETER CONDUIT BETWEEN THE BACKROOM ELECTRICAL AREA AND THE CANOPY, UP TO 29 EACH #12 AWG WIRES MAY BE RUN IN A ONE (1) INCH CONDUIT (18 EACH -I #12 AWG WIRES CAN BE RUN IN A 3/4 INCH CONDUIT AND 10 EACH #12 AWG WIRES CAN BE RUN IN A 1/2 INCH CONDUIT). .IF MORE WIRES ARE REQUIRED, CONTACT THE OWNER'S REPRESENTATIVE. 9 ALL WIRES SHALL BE TYPE THWN /THHN "GASOLINE AND OIL RESISTANT', #12 AWG MINIMUM. ALL ELECTRICAL WORK SHALL COMPLY WITH THE . NEC AND APPLICABLE LOCAL CODES. L 10. THE CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE OF ANY HAZARDOUS SITUATIONS THAT MAY RESULT FROM THE IMPLEMENTATION OF THESE PLANS, SO THAT CORRECTIVE ACTION MAY BE TAKEN. - LIGHTING CONTACTOR- DETAIL. AT KIOSK . N.T.S. • TO (5) CANOPY DOWN UGHTS TO (5) CANOPY DOWN UGHTS TO (5) CANOPY DOWN LIGHTS TO (5) CANOPY DOWN UGHTS TO (5) CANOPY DOWN UGHTS TO (5) CANOPY DOWN LIGHTS TO (5) CANOPY DOWN UGHTS TO (5) CANOPY DOWN LIGHTS -•-- -- SWITCH IN KIOSK n • TO C -1 TO C -3 04-- TO C -5 TO C -7 TO C -2 TO C -4 TO C-5 t TO C -8 CONNECTED, LOAD A0 13,345 WATTS 88 13,534 WATTS TOTAL CONNECTED LOAD = 26,879 WATTS .pre:nntemonot VI CANOPY D i WN LIGH -40 W- MH Y LIG IN 4-- 400W --arrau DAX DIWN 1 H t -4 •W -SMH 30 1056 -C CANOPY DOWN LIGHTS 5- 400W --SMH 9 A 9 A � , --�- -_ a lli 8 -C .. - -� 4 11 3 MO11.11=111==at S I OA , .... �. -C JF 9F'*�'� !,, io • 18 E • * 3� 910 0 1�� . 1 IN` 310- -C N ON - IP 49 90 -C 180 - C N .I �16 ��Zl1f.Cj 10 21 2 -C BACKL S ' R AD 4 i ?� A. _4-' -- 26,879 x 1.25 33,599 WATTS 33,599 + 240 140 AMPS CALCULATED LOAD ' CANOPY OWN LIGHTS 5- 400W -SM7 SPARE SPARE LI HTIN C I N AC OR SPARE SPARE CONT'OL POW R NOTES: 1. 'C' INDICATES CONTINUOUS LOAD I L CAI N: U 11 TYPE: SQUARE 'D' CATALOG # 1 PHASE '-- Q030- 4M200- QOC3OUS-- PK23GTA 3 PHASE -- Q0430M200- QOC430LS --PK1 8G TA SERVICE: 120/2 /60/3 WIRE OR 120/208/W60/41. WIRE MAIN: 200 AMP MAIN BREAKER ONLY TO NEUTRAL IN UGHTING PANF1 IF IT IS NECESSARY TO INSTALL PANEL C, USE THIS SCHEDULE: 2" CONDUIT PER THE NEC, USE THE SAM SIZE CONOUC1ORS THAT FEED THE MAIN PANEL L EXISTING ONE INCH CONDUIT TO CANOPY (UP TO 29 EACH #12 AWG WIRES. MAX. -w-- • MAY BE PLACED IN THIS CONDUIT) LIGHTING I 1 CONTACTOR A Ij 18"x14" EXISTING INCOMING SERVICE LIGHTING PANEL (PANEL C) 26.04 "x14.25" I .1_.. BRANCHES: 20 1 OR AS NOTED BUSSING: 200 AMP FEED: TOP MOUNTING: SURFACE AW I MAIN PANEL I (PANEL A) -I PUMP /ISLAND � / SLAND I PANEL I (PANEL B) SERVICE ENTRANCE DIAGRAM N.T.S. IIIIIIIIll�lll�lll�ilijllljlllj !IIjIIIIII!I j! Iljl I 1 1 1 1III1IIIjll11111j11111111111 111 111111111111111II!1111111111111 III �Illjll1111' tjllljllljlll 'Illj!iIjIIIIIIIjI(Ijlllj!jljll 0 W "s NCN 1 2 3 4 5 6 7 8 9 10 11 MA"G►&+Y 12 NOTE: If the microfilmed document is less clear than this notice. it is due to the quality of the origina.1. document. I 0€ sZ ee Lz 9Z 9Z hZ CZ ZZ lZ OZ 61, 8l LI 9l Sl +il Cl Zl ll O1, 6 R L 9 s - n C z I. ww II illll.�III Iiliil Q I ' !!!II!!III!I!?,il!IIIIiI Ilil!Ilill{Ilijllli II!f!illi II!IIIIII {III!lil! III!!I�!I illl!IIII.IIII!IIII I!I!!IIlI IIIIIiI�I I {i!!iill�l{II!IIII I!IIIi!!! !I!!liln IIIII{1!I Ilil!lIII IIII!{i{{ II!{!Ililll II I i I illl IIII !lll.illl IlII!III� IIII! IIIIIIIII !ilIII�III�IIL1!!I{!P...�.r; ! �IIIIIIII�.illlllll!I.III PUMP I I CONTROL BOXES I I /2\ TABLE 1 - CALCULATION OF ELECTRICAL LOAD: 1. USING THE INFORMATION BELOW CALCULATE THE LOADS BEING ADDED TO THE SITE. 2. SUBTRACT LOADS BEING REMOVED, SUCH AS FASCIA LIGHTING. SCALE: NONE DATE: � 03 REVISIONS BP OIL CO. RETAIL MARKETING DESIGN AND ENGINEERING 200 Filmic SQUARE CLEVELAND 01110 44114 aium=7-. .r ' i MADE BY: JWC CHECKED BY: DATE RECEIVED CITY OF TUKWILA DEC 1 2 1989 PERMIT CENTER DESCRIPTION CALCULATED LOAD = 94 AMPS DWG. NO.: 10--81 • t, BM = BUILDING MANUFACTURER GC = GENERAL CONTRACTOR 0 = OWNER NO. LIGHTING PANEL (PANEL C) SQUARE "D" CATALOG #: 1 PHASE: Q030- 4M 200 - QOC3OUS- PK23GTA 3 PHASE: 00 QOC430LS- PKI8GTA LIGHTING CONTACTOR SQUARE "D" CATALOG # 8903 TYPE WZ939FA853 NOTES QTY. S ONE GC ONE GC CC GC MATERIAL SCHEDULE S = SUPPLIER I = INSTALLER 1. IF THIS FACILITY HAS LESS THAN THE NECESSARY SERVICE (EITHER 1 OR 3 PHASE) NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY. DO NOT PROCEED WITH ANY WORK. 2. PER THE NEC, CIRCUITS 13, 14, 15, 16, 17, 18, 19, 20, 21 AND 23 REQUIRE LOCKOUTS. USE SQUARE "D" CATALOG #Q01PA FOR SINGLE POLE OR #Q01PL FOR DOUBLE POLE BREAKERS. 3. CALCULATED LOADS AND PANEL SCHEDULE ARE FOR 1 PHASE. FOR 3 PHASE, WIRE IDENTICALLY. THE CONNECTED LOADS WILL BE: PHASE A = 10,085 WATTS PHASE B = 8,236 WATTS PHASE C = 8,558 WATTS 4. 2" WIREWAY EXISTS FOR FUTURE SWITCHED CIRCUITS. THE NEON STRIPS AND THE FASICA BRANDLETTERS ARE NOT CONTROLLED BY THE LIGHTING CONTACTOR. 5. THIS CONFIGURATION INDICATES THE MAXIMUM LOAD. IF CIRCUITS ARE NOT USED, THEY REMAIN AS SPARES. ELECTRICAL DWG. REIMAGE LIGHTING EV.: • 'i N©. DESCRIPTION QTY, 5 I 1 _ 26" X 15" DEEP COMPOSITE ALUMINUM SHROUDS & , REVEAL 2 PER MPD BM GC 2 INTERNALLY ILLUMINATED SPREADER BOX W /MANDATORY SfGNAGE 8c TOP TRIM W. TAPE 1 PER MPD p GC 3 STAINLESS STEEL TRIM ANGLES 5" X 3 1/2 X 1/4" 4 PER MPD BM GC ILIV 6 IMISHROUD 11111 1111 NM NI 4 X 4 X 8" SPREADER BRACKET 8/MPD MPD 0 GC El MI 4 X 2 X 25 SHROUD BRACKET 4 X 4 X 2" LONG SLOTTED ANGLE 2 MPD 0 STIFFENERS 4 MPD 0 111111111111111111 UM 111111110.1110111111 NMI Ill 111.1 IIIIIIIIIIIIII 1111111111111 111111.1111 NI r CAULK SPREADER TOP TRIM ANGLE SPREADER UPPER TRIM 3 TO 9" HIGH SPREADER LOWER TRIM ANGLE SHROUD TAB WITH STIFFENER BEHIND f DETAIL "A" ------ 1/4 SCALE DETAIL " 1/4 SCALE DETAIL "C" 1/4 SCALE 7, COLUMN COLUMN COLUMN 1/2 CONDUIT .• 'Ji.S.ft'.tSI.S..v= .:+.S.ic/.ti2 .A...a.. SECTION A-A MPO ISLAND i �. SCALE 1/2 [DETAIL "D" 1/4 SCALE TAI 1/4 SCALE 9l . f) CONTINUOUS METAL CAPITAL ABOVE MONOCOLUMNS CEILING DECK PANS MPD OU'ILINE ....•••■•• Stop Engine No Smoking ws a�enu�wsoa� wY.lba�nra�r"" FRONT ELEVATION SCALE 1/2" = HINGED PANEL EACH SIDE— SPREADER BOX PLAN SECTION THRU SPREADER SCALE 1 /2' m 1 PLAN T SECTI,C�N H MPD SCALE 1/2' = 1' z 2 0 0 1.1 DOWNSPOUT COLUMN SHROUD REVEAL 13" I.D. RADIUS SHROUD \WITH 13" O.D. REVEAL .. .�. s.,. • x W ..L, tit • - IIIIIIIIILIIII IIIIIIIII(IIIIIIIII IIIlil III IIt .X 9 10 11 MEMOERNAM 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the , original document. OE fiZ 8G LZ 9Z GZ 4 7Z CZ Z lZ Oz 61 81 L 91 Gl +il el It 1 01. I 6 8 ff 1 L 9 S * E Z II l " Q �IIII{ IIIIIIIil�lll! VI II lillll ll �Illl �lll► �IIIIIIIII�lllllilll�il, llllil{ Iliilllllllllllilll illllllll l�il!!lilll�llll�lill�IIIIIII 1111Illill�llllll111 ,1111�11�1�1VIII(il�llilll hillllill{IIIIII►Illilill ill!! 111111! 1111IIIIIIillll !III�IIlIIIIIi�IIH H1111IIIfIIII1IIIIIIIIIIIillli ! I 111111 MONOCOLUMN INSTALLATION INSTRUCTIONS AFTER THE ISLANOS ARE POURED, THE CANOPY COLUMNS AND DECKING 'INSTALLED, AND THE MPDS SET AND CONNECTED, THE F OLLOWING INSTRUCTIONS ARE USED TO INSTALL THE MONOCOLUMNS: 1. SHIM THE MPD AT THE ISLAND SO THAT THE TOP OF THE MPD IS CENTERED WITH THE CANOPY COLUMNS IN THE NORTH /SOUTH AND THE EAST /WEST DIRECTION. BOLT THE MPD TO THE ISLAND. 2. USE A PLUMB LINE TO DETERMINE THE CENTER LINE OF THE MONOCOLUMN ALONG THE UNDERSIDE OF THE CANOPY. FASTEN THE 2 TOP TRIM BRACKETS TO THE UNDERSIDE OF THE CANOPY 12 -7/8" FROM THE CENTERLINE TO THE FRONT FACE OF THE BRACKET USING *8 X 5/8" SCREWS IN SLOTS. SEE DETAIL "A" 3. FASTEN 4 SPREADER BRACKETS TO SPREADER USING 2 -010 X 3/4" BOLTS IN EACH BRACKET. SEE DETAIL "D" 4. PLACE SPACERS ON TOP OF THE MPD (1" SPACER FOR WAYNE AND 2" SPACER FOR GILBARCO). SET SPREADER BOX ON TOP OF SPACERS. ADD SHIMS SO THAT SPREADER IS PLUMB AND CENTERED ON MPD. FASTEN FOUR REMAINING SPREADER BRACKETS USING BOLTS AS ABOVE. FASTEN SPREADER BRACKETS TO COLUMN USING 1/4 X 3/4" SELF TAPPING SCREWS IN 3/16" DRILLED HOLES. ELECTRICAL SUPPLY TO SPREADER CAN BE COMPLETED AFTER THIS STEP. SEE DETAIL "0" 5. FASTEN 2 SHROUD BRACKETS TO COLUMNS 5" ABOVE TOP OF ISLAND USING 4 SLOTTED ANGLE CLIPS AND 1/4 X 3/4" SELF TAPPING SCREWS. SEE DETAILS "C" & "E" 8. CUT 2 SHROUDS AND 4 STIFFENERS 2" LESS THAN DISTANCE BETWEEN ISLAND AND UNDERSIDE OF CANOPY. BEND SHROUD TABS AT 90 DEGREE ANGLE. FASTEN STIFFENERS TO SHROUD USING TAPE PROVIDED. 7. SET 2 SHROUD REVEALS AROUND COLUMN. SET SHROUDS AROUND COLUMNS UP AGAINST UNDERSIDE OF THE CANOPY 2" ABOVE THE ISLAND. FASTEN SPREADER THRU SHROUD TABS INTO STIFFENER USING 16 -1/4 X 3/4" SELF TAPPING SCREWS IN 3/16" DRILLED HOLES ALONG SPREADER FRAME. SEE DETAILS "C" & "D" 8. FASTEN 4 S. S. TRIM ANGLES THRU SHROUD TAB INTO STIFFENER USING a8 X 5/8" S.S. FLAT HEAD SCREWS A7 PREDRILLED LOCATIONS. SEE DETAIL "E" 9. REMOVE SPACERS FROM TOP OF MPD. FASTEN 2 SPREADER LOWER TRIM ANGLES (WITH WARNING SIGNAGE) TO BOTTOM OF SPREADER USING w8 x 5/8" ROUND HEAD SCREWS IN PREDRILLED HOLES. SEE DETAIL "B" 10. SEND SPREADER UPPER TRIM AT 90 DEGREE ANGLE AND CUT TO FIT BETWEEN TOP OF SPREADER AND UNDERSIDE OF CANOPY. REMOVE PAPER FROM DOUBLE SIDED TAPE AND SLIDE SPREADER UPPER TRIM INTO PLACE. REMOVE PAPER FROM SPREADER TOP TRIM ANGLE AND SLIDE BETWEEN TOP TRIM BRACKET AND UNDERSIDE OF CANOPY. FASTEN THE SPREADER UPPER TRIM PROM INSIDE SPREADER USING *8 X 5/8" ROUND HEAD SCREWS. SEE DETAIL "A" 11. RUN A BEAD OF WHITE SILICONE CAULK ALONG THE UNDERSIDE OF THE CANOPY AROUND THE SHROUDS AND THE SPREADER TOP TRIM ANGLES. vonnsaNnwanarrodme I h ' • RECEIVED CITY OF TUKWILA DEC 1 21989 PERMIT CENTER 1. - MATERIAL SCHEDULE BM = BUILDING MANUFACTURER GC = GENERAL CONTRACTOR 0 = OWNER tit\ NOTES FOR GILBARCO MPD, USE SPREADERBOX: "A" 63") FROM 13' -6" UP TO 14' "B" 69 ") FROM 14' UP TO 14' --6" "C" 75 ") FROM 14' -6" UP TO 15' "D 81 ") ABOVE 15' FOR WAYNE MPD, USE SPREADER BOX: "A" " "C" " 63" FROM 13' -6" UP TO 13' -11" 69" FROM 13' -11" UP TO 14' -5" 75" FROM 14' -5" UP TO 14' -11" 81") ABOVE 14' -11" 2. USE 2 SPACER FOR GILBARCO MPD. USE 1" SPACER FOR WAYNE MPD. DWG. NO.: 1 1 -IL-IV 4 ^• S = SUPPLIER !: = INSTALLER MOMMO A - - ===.• MOWN BP A RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 SCALE: SCALE, ,,,,,, — SSJ Q DATE: DATE X7139 REVISIONS V1ERICA • MONOCOLUMN DETAILS I • Y ( 1 N SOLID NEUTRAL BREAK FOR SUBMERSIBLE 'REGULAR" or "MID— GRADE" PUMP 3 0 B SUBMERSIBLE "REGULAR" or "MID - GRADE" PUMP 3 HP. 4 FOR 1- 10.5 FLA USE 25 A BREAKER) 6.510.5) 240 20 2 +SWN 800 1260) 5 0 " 800 1260 7 N SOUR NEUTRAL BREAK FOR SUBMERSIBLE NO-LEAD PUMP _ 9 0 A SUBMERSIBLE 'NO -LEAD' PUMP 314 HP. OR 1--1/2 HP. 10.5 FLA USE 25 A BREAKER 6.5 "10.5 240 20 2 +S 4 800(1260 11 0 B Y R Y . . 800 1260 13 A SPARE _ 15 N SOLID NEUTRAL BREAK FOR DISPENSER POWER 170 A 19 DISPENSER POWER 6 HOSE MPD (ISLAND LOCA11ON SERVED: ) 5 120 600 -C SOLID NEUTRAL BREAK FOR DISPENSER POWER 210 A mow 250 Mill DISPENSER POWER 6 HOSE MPD (ISLAND LOCA11ON SERVED: ) 5 120 15 /1 +SWN 600-C SOLID NEUTRAL BREAK FOR DISPENSER POWER DISPENSER POWER 6 HOSE MPD (ISLAND LOCA11ON SERVED: ) 5 120 15 1 +SWN 600 -C MIMI SOUD NEUTRAL BREAK FOR DISPENSER POWER 290 A DISPENSER POWER 6 HOSE MPD (ISLAND LOCAT10N SERVED: . J 5 120 Ell 15 /1 +SWN 600 -C 31 B SPARE A SPARE SOLID NEUTRAL BREAK FOR DISPENSER LIGHTS PHASE A E= 39 c_I 410 A an *gists * *• 2 0 A DISPENSER LIGHTS PHASE A 8 120 20 1 +SWN 960-C SOUD NEUTRAL BREAK FOR DISPENSER INTERFACE BOX 1111111M� 6.7 120 20 1 +SWN 800 -C DISPENSER INTERFACE BOX (no add -on's ************ s**************** *** * * * * * * * * * * * *** *$ * * *** * * * **r* RIGHT SIDE ******** *s *t ***1* * * * * * *t * * * * * * * * ** * * ** * * * * * * ** * * * * * ** , * * * * * * * * * ** * * * * * * * * ** SUBMERSIBLE "PREMIUM" PUMP 3/4 HP. (FOR 1 -1/2 . HP 10.5 FLA USE 25 A BREAKER) 6.5 10.5 240 20 2 +SWN 8001260 4 0 8 " Y Y Y Y Y _ 800 1260 6 N SOUD NEUTRAL BREAK FOR SUBMERSIBLE 'PREMIUM' PUMP f 8 0 B SUBMERSIBLE 'DIESEL' PUMP 3/4 HP. (FOR 1 -1/2 HP. 10.5 FLA USE 25 A BREAKER 6.5 14.5 1240 20 2 +SWN 800 1260 10 0 A I " 800 1260' SOUD NEUTRAL BREAK FOR SUBMERSIBLE "DIESEL" PUMP 140 • DISPENSER POWER 3 HOSE MPD (ISLAND LOCATION SERVED: 2.5 120 300 -C 16 N SOLID NEUTRAL BREAK FOR DISPENSER POWER IDEM3 MR 15 1 +SWN 300-C 180 DISPENSER POWER 3 HOSE MPD ISLAND LOCATION SERVED: ) 2.5 120 120 120 20 (j Emuni 24 N SOLID NEUTRAL BREAK FOR DISPENSER POWER 240 -C DISPENSER POWER 1 or 2 HOSE ISLAND LOCATION SERVED: ) 2 11111111111.11111111111111111.1111 2 SOLID NEUTRAL BREAK FOR DISPENSER POWER 260 A DISPENSER POWER 1 or 2 HOSE (ISLAND LOCATION SERVED ) 28 I N SOLID NEUTRAL BREAK FOR DISPENSER POWER 30 A SPARE 320 B LEAK DETECTOR POWER .8 120 1521_ _ 15 1 100 -C MN 200 -C 34 A SPARE 36 B TANK GAUGING 1.6 120 38 A . SPARE ( OPTIONAL FULL SERVICE DISPENSER LIGHTS LOCATION 40 B OUTSIDE AIR COMPRESSOR 3 4 HP 10.2 120 20 1 1219 A SHUNT TRIP CONTROL POWER FOR PANEL B 120 20 1 20 SCOPE OF ELECTRICAL WORK FOR TANK REPLACEMENT AND /OR DISPENSER RETROFIT Provide all new equipment as indicated (if required): 1) Install a 2 pole, 100 amp 240v breaker with shunt trip (Square D #002100 -1021 or equal) in the existing main panel. This breaker will function as a sub -feed to a new pump /island panel, as indicated. 2) Remove all existing pump /island functions from the existing building panels and install blanks. Transfer the functions to the new pump /island panel. Populate the new panel with breakers for the functions required (in the panel positions indicated). All unused breaker positions to be left blank. SCCPE OF ELECTRICAL WORK FOR TANK REPLACE DWG, NO.: DATE: 10 22 .7 REVISIONS REySIO DRAWING NUMBERS DWN ELECTRICAL FOR TANK REPLACEMENT AND /OR DISPENSER RETROFIT 13 -R--EL MADE BY: J.E.N. CHECKED BY: 'i.> REV.: CKD 3) It is the responsibility of the contractor to clearly and permanently label each new breaker and to relabel each existing breaker in both existing and new panels. 4) Install a surface mounted, emergency stop, mushroom head push button station (Allen Bradley #800T -1TKG or equal) to shutdown the pump /island panel in the event of an emergency. Emergency stop to be located within arm's reach of operating personnel performing their normal work (ie: near cash register). 5) Install pump controllers (provided by owner) per manufacturers instructions at the indicated location, if required. 6) Install dispenser interface boxes per manufactures instructions and as indicated on drawing. 7) All outside conduits to be heavy metal wall pipe fitted with appropriate seal -off devices, # of wires and wire sizes as indicated on drawings. The minimum burial depth to be 24" below finished grade. A layer of sand backfill must be applied to surround and cover the conduits before soil backfill is used to filL. e nduit trenches. All trench backfill must be mechanically tamped and leveled prior to surface finishing. 8) New inside conduits for dispenser data and pump /island shutdown to be thin wail with number of wires and wire size as specified on this drawing. 9) All wire shall be type THWN "GASOUNE AND OIL RESISTANT' and #12 AWG unless otherwise indicated. 10) The electrical work performed must conform with all applicable NEC and local codes and standards. 11) It is the responsibility of the contractor to inform the owner's representative of any hazardous situation that may result from implementation of these plans, so that corrective measures may be taken. r I -- - - I _ NEW SUB FEED SHUNT TRIP BREAKER FOR PANEL "B' --' 1. __...._ J "t'*'" - -.1"*' I iI 1 �I II I I II I 1 I \1' L \a'- 1 �°I'i 1 \J", I I \ / i \,'� 1\ 1 '� I i ` 1 I f\ i V �� k' \I k, \1 V � \I I I f r 1 r' l EXISTING INCOMING SERVICE 1 TO PUMP/ISLAND SHUTDOWN PUSH BUTTON STATION SEE TANK INSTALLATION DRAWING #15-R AND MANUFACTURER INSTALLATION INSTRUCTIONS REPRESENTATIVE OF EXISTING NEW INSTALL - IF NOT ALREADY PRESENT AND REQUIRED EXISTING MAIN ,PANEL \ i? I I / I I I 11 I I 11 i I I iI I 1 I 11 I I I 11 L �--- 3/4" CONDUIT, 2 #12 r 2" CONDUIT, 2 #1, 1 #4, 1 #12 PANEL "B" 42 CKT PUMP /ISLAND PUMP CONTROLLER AREA DATA TO FRONT COUNTER DISPENSER INTERFACE BOX (IF REQUIRED) V En 1-1/2r CONDUIT, DATA CABLE DEDICATED 120V. RECEPTACLE FOR DISPENSER INTERFACE 3/4" CONDUIT, 3-• #12 TO 839,841 EXTEND EXISTING TROUGH AS NECESSARY SEAL OFF ZONE T SEE DISPENSER DETAIL DRAWINGS: . 13—SRI SOUTHWEST) 13—BRI BENNETT) 13 —R—G (GILBARCO) 13—R —W (DRESSER WAYNE) AND MANUFACTURER INSTALLATION INSTRUCTIONS A \D '. R LISP I ******$$*** t********'******* * * * * * * * * * * * * * * * ** * * ** * * * * * * * *** PANEL B PUMPS- CONTROLS--ISLAND DEVICES ********************************** : ** ** * * * * * * * * * * * * * * * * * * * * * * * * ** ********************************** t***t t.**** * * *** * * ** * * * ** * * **$ * * * * * * * * * * ** LEFT SIDE * s*********************************************** * * * * * ** * * * * * * * * * * * * * * ** * *** * * ** CKTNOPHASE: FUNCTION: AMPS: VOLTS: BKR: V.A.: * * * *** sett*************************************************************************** * *** * * * * * * * * * * * *** ** * * *** * * * * ** tat**************** * *** * * * ** * * * * * *** * * * * * ** ** * * * * ** TOTAL V.A. FOR PHASE A =9,480 PANEL - SQUARE DESIGNATION: 30/1 20 /1 +SWN 20 /2 +Sti1T1 15/1+SWN 15/1 25 /1 +SWN 0€ 63 9C LE 9Z SL +iv eZ 7Z L O? 61 91 IL 91 Sl bl Et El lI 6 @ L 9 S b E v I w w Iii IiI!IllIl IIII!! I�III!I.IJ,hI!Jl,!! IIIIIIIIl1! I! 1! I! I! I! !!I Ii!IIIIII�►1 L lIIl1I! 11111! III Il III�111IIIIIIlIIIII !II!I!I!IIIIIIIIII III!II II IIII; IIIIIIIIIIIIiIIIIIIIIIIiII1 `!1111 I'i - - 1 _ , Ilfl , „ IIIIIIIIIIIIiIIIIIIIIiIIIIIiI I , ILIIIIIuII.IIIIIIIIIIIIIIIIIII 40 USER RETROFIT D CATA.#0042L225- QOC42US-- PK23GTA SUPPLIER: CATALOG#: : **:*e ** * ** PANEL CALCULATIONS SQUARE D #QO120 " Y Io to ■ . .(.. ]:o . .t / .. i '. /,� 'S �" t f :'�':F �.. LG .� ✓i .! J f: %J : r ' ... y r� 7 / �. 4 . IIIIIIIIIIIIIIIIIIIIIIIIIIIhthIhiIIIIIIIIIh .II1t IIIIiIIIlIIIIIIIiIIiII (IIIII111111IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII1II 111111IIIIIII IIIIiIII1IIIIIIIIIII IIIIIIIIIII IIIiIIIIIIIIIIIIIIIII 0 ie. THSINCH 1 2 3 4 5 6 7 8 9 10 11 MADE IIeERMANY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. TOTAL V.A. FOR PHASE B =5,140 0 WORST CASE PANEL CALCULATION LOADS C= CONTINUOUS PANEL CALCULATION LOADS #QO220SWN #QO32OSWN #Q0215SVIN #Q0115 #00325SYIN : WORST CASE :CONNECTED LOAD= 14,620 V.A. :25% LARGEST MTR.= 630 V.A. :25% CONT. LOADS = 1,135 V.A. :TOTAL= 16,385 V.A. :DIVIDE BY 240V= 68.,2A ouielettlagA .4- r ** * * * * ** RECEIVED CITY OF TUKWILA DEC .I 2 1989 PERMIT CENTER 1 STANDARD OIL RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 REF ITEM SUPPUED _ BY INSTALLED BY A SUBMERGED PUMPS OWNER G.C. B PUMP RELAY RED JACKET OWNER ` EV1 ION : C PAM OWNER G.C. MEM MEM MEM . 0 DIS °ENSERS OWNER E CONSOLE OWNER F CONSOLE DATA CABLE OWNER G DISPENSER CABLE OWNER NM DISTRIBUTION BOX OWNER PUMP BOX - PERMC© OWNER OR EQUIV. INCLUDES MTG. BKT. G.C. la IMPACT VALVE - OPW 1ORM OWNER OR EQUIV. INCL U --BOLT G.C. 1 1/2" UNION - GRD. JT. OWNER FURNISHED WITH DISPENSER G.C. 1 1/2" X 24" FLEXIBLE OWNER CONNECTOR RESISTOFLEX OR TELEFLEX OR EQUIVALENT G,C. 2" GLASS FIBER PIPE O.C. G.C. 8 • 2 "F X 1 1/2 "F GLASS FIBER REDUCER LG. END PLAIN SM. END 1 1/2" NPT FEMALE G.C. 7 NOZZLE OPW 11A OR EQUIV. OWNER 8 SWIVEL HUSKY 1 + VI OWNER 3/4" X 3/4" G.C. G.G. 9 ISLAND FORM 9 374 HIGH OWNER 10 HOSE 5/6' X 12 FT. OWNER Q.C. 11 ISLAND FORM 13" HIGH OWNER G.C. 12 DIESEL FILTER HEAD OWNER G.C. 13 CIM -TEL( DIESEL FILTER OWNER G.C. 14 PUMP OUTLET SWIVEL V. VEL PUMP MFG G.C. 15 ISOLATION SLEEVE, TOTAL OWNER CONTAINMENT F.! -036 G.C. 16 COMPRESSION SEAL FOR 27 OWNER COUPLING, TOTAL CONTAINMENT G.C. 17 COMPRESSION SEAL FOR 1 1 2 OWNER PIPE, TOTAL CONTAINMENT 18 1 9/2° STEEL COUPLING SOH. G.C. 40 GALVANIZED 19 1 1/2" STEEL PIPE NIPPLE 4" G.C. LONG SCH. 40 GALVANIZED G.C. 1 AS NOTED t 1 '. CLEVELAND DETAIL r MAY 4 1987 JOD ��♦ ItEng ` EV1 ION : ' ATE t . 1. CHANGE 2" ISLAND FORM RADIUS TO 4" 6 -19 -87 [ 2. CHANGE ISLAND FORM DIMENSIONS & NOTES CDE ADD AIR LINE & SPEAKER CONDUIT 4- 15--88 CDE 4. REV. ISLAND LENGTH NOTE 8- -16 -86 IMIN �. S. REV IMPACT VALVE PLAN MATL 3 -8 -89 CDE SCHED. IIIIIIIIIIIIIIIIIIIIIIIIII ----- MIMI MI F "'"'"""M""M'M'n'"'"""'"°"""l' w d In In 0 p U z i z 2 r 0 8 `_ co Luz W D. — C W 0 ELEVATION SCALE: 1/2" m i'-0" 4 9' -3' 2 U n. 2' - -8" SCALE: 1/2" >w 1' -0" 0 0 r _ _ MO OF :U I 10 0 0 0 ir fn e A CANOPY COLUMN (WHERE APPUCABLE - / SEE PLOT PLAN) NOTE 16 TYPICAL MPD AND DIESEL DISPENSERS - CANOPY COLUMN ( WHERE APP.) STEEL TROWEL FINISH 2 , -0 " NOMINAL BUILDING LENGTH PLUS 19' -7" FOR 18' WIDE BUILDINGS ONLY FOR OTHER BUILDING WIDTHS SEE PLOT PLAN. 2' -••5 5 ' -1 " STANDARD ISLAND LAYOUTS O CANOPY COLUMN WHERE APPUCABLE CANOPY COLUMN ('M -{ERE APPUCABLE) 3.4" AIR LINE USE r° SALESMAKER -2 2 HOSE POSITION HOSE THIS SIDE USE SALESMAKER-2 SINGLE HOSE A�lih N.— ,ss:JTA .1 3/4" SPEAKER CONDUIT m mi 4'-- 6 16' -0` 6' -6" 8' -3" / 18' PEDESTAL ISLAND W/ 2/3 DISP. SCALE: 1/4" m 1' -0" 16' SPUD ISLAND 2/3 015P1 SCALE: 1/4" :, 1'--0 ALTER SITE ISLANDS 14 SINGLE PRODUCT SALESMAKER AND HIGHUNE i 21" MPD 3 OR DI 21" NOTE 4 NOTE 2 NOTE 3 DETAIL AT IMPACT VALVE SCALE: 1 1/2" >a 1 NOTE 1 • . ' • 1/2" EXP. Jr • MATERIAL 6" CONC. PAD 3 1 / 2" DUAL PRODUCT HIGHUNE ONLY PUMP MOUNTING DIAGRAMS (3) 11/2' SUPPLY UNIONS 1" CONDUIT •o TYP j DISPENSER .OUTLINE 1 1/2" SUPPLY UNION TYP �- DISPENSER OUTLINE USE HIGHUNE MODELS SLOTS FOR X 1 7 f 16�" ANCHOR BOLTS l-_ 00000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 nC m m 6 < 6 t 5 W z 0 6 w a a 0 r 0 z otz z 3 3 0 z 0 0 a. a DISTRIBUTION BOX 0 MPD WIRING WIRING TROUGH z z � v ✓ 0 0 0 8 0 0 z aa z L, w a: c�4 z w 6 fi a U, z ~ W r 0 0 0 I I I 6 6 PAM C (IF NON GILBARCO CONSOLE USED) SUBMERSIBLE PUMPS 0 0 r O 0 q• < a < < * * OC co 8 8 4 0 � y- to CO c03 a © l I I I .d I < z 0 r 0 w 3 N I-- 0 w I h ~ z Z a 0 0 x r z zw 0 U . < co0 C) 0v 3a a o a Q. 0 0 W a: a ° vi W J m 7 m 1-' O O < < < 0 co z O F o a < 0 0 c Ca 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 y 2. , • �3 - 1� �� w . 7 � • 06 6z se LZ 9Z SZ 4 iz CZ zz Le pz 61 91 L 91 91 4 71. CI. Zt lL 01, 6 9 L ! 9 S C z I "m 0 ! Illlllllllilllllllllllll !Ilnllllllllllli 11111 Ili111111lllI I111.1I !lII ! 1111111111! IIII`illlllll!IliIEI11Ell Mil! VII! I{ llll III11II111111111111! Illilllllllllllllillil�l�IIIIIIiEli ;IEIII! IIII hIEIIE11111111111111111111I1i ►II IIIIIII!!}�ii SINGLE AND DUAL DISPENSERS DISPENSER TERMINAL STRIPS ..s .f.,w r F" ,.,.rT': ",,.R .,'... �'r .'.e y: - ''- f IllllllllllllfllIIIII1f I' III IjlIIIIIIIIII1111111111111111 (11!111 lIIII1I1I 1f1111111111111iIIII11 111111 �III�III�IIIIIII�'III1.111 I111 !111( I lilillilli�'ililil��� III�I� {III {�I�(li!��I I I I���II(,I�1 0 VHS INCH 1 2 3 4 5 6 7 8 9 10 11 MUl1EINGERMANY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the rig3.r.,i1 document. 01 (0 01 I < < 0 0 -4 a W J m DISPENSERS Fr ..YIN �s'SK CONSOLE NO. 1 0 CONSOLE !! NO.2 WIRING BLOCK DIAGRAM Lam' I.� 0 r@ O. Cei z L�J CONTINUITY a 0 INDICATOR NOTE A: EACH P# DESIGNATION ABOVE REPRES ONE DISPENSER, REGARDLESS OF THE NUMBER OF HOSES NOTE t3: WHERE MORE THAN 6 DISPENSERS ARE INSTALLED, IN CONJUNCTION WITH A PAM, ADDITIONAL DISTRIBUTION BOXES MUST BE ADDED. UP TO 12 DISPENSERS MAY BE WIRED TO ONE DISTRIBUTION BOX WHEN A GILBARCO CONSOLE IS USED. (SEE FIELD ENGINEER). DISTRIBUTION BOX TERMINAL STRIPS L N a: W V1 W a. in 0 m 0 L w . .42 J Yt r r r-• W N z LI a. 0 a 41 a z W RECLIVED V• CITY OF TUK' PERMIT CEN DWG. NO. maimost 13 —R--G • GILBARCO DISPENSING SYSTEM INSTALLATION NOTES 1. TWO IMPACT VALVES AND CLAMPS ARE REQUIRED WHEN A DUAL PRODUCT TWIN DISPENSER IS SPECIFIED, THREE EACH FOR MULTI PRODUCT DISPENSERS. 2. MOUNTING BRACKET FOR VERTICAL ADJUSTMENT OF VALVE DURING INSTALLATION. 3. USE CLAMP SUPPUED MTh IMPACT VALVE. 4. MOUNTING RODS TO SIDES OF ISLAND TO LOCATE PUMP BOX. 5. ADAPTER AND IMPAbT VALVE TO HE ASSEMBLED TO SUPPLY PIPE BEFORE CLAMPING VALVE TO ISLAND FORM, 6. ALL ELECTRICAL WORK TO CONFORM 'MTH 10CAL AND NATIONAL ELECTRICAL CODES AT A MINIMUM. 7. ALL WIRES MUST BE CONTINUOUS RUN (NO SPLICES) FROM DISPENSER TO CONSOLE TERMINAL STRIP BOX. 8. ALL SPARE WIRES SHOULD BE TAPED AND LOOPED AT ENDS LAL, 9, ALL 11OVAC AND TO BE DISP MUST BE ON SAME PHASE. 10. SEE MANUFACTJRER'S DRAWINGS INCLUDED WITH DISPENSERS FOR FURTHER DETAILS. 11. GENERAL CONTRACTOR TO CAUBRATE DISPENSERS, AND APPLY FOR WEIGHTS AND MEASURES' SEAL 12. ALL CIRCUIT BREAKERS ARE TO BE SWITCHED NEUTRAL TYPE, AND LABELLED NEATLY, ACCORDING TO CIRCUIT. 13. CONSOLE TERMINAL STRIP BOX AND /OR PUMP INTERFACE BOX TO BE MOUNTED IN UTILITY ROOM WITH OTHER ELECTRICAL APPURTENANCES. 14. SUBMERSIBLE PUMP RELAYS MUST BE USED IF 1 1/2 HP PUMP MOTORS ARE INSTALLED. NOT SUPPLIED WITH SUBMERSIBLE PUMP, CONSULT THE ENGINEER. 15. PROVIDE 6" CLEARANCE AROUND ALL SIDES OF CONTROLLER. 16. 1/2 x 2" ANCHOR BOLTS (4) FOR DISPENSER MOUNTING TO BE SUPPUED BY ISLAND MANUFACTURER. 17. ALL MATERIAL USED IN ISLAND FORM CONSTRUCTION SHALL BE AT LEAST 12 GA. CARBON STEEL — DISPENSING SYSTEM MATERIAL SCHEDULE BR r CO. RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBUC SQUARE CLEVELAND, OHIO 44114 DISPENSERS AND ISLANDS LA GILBARCO MPD Z 3 DEC 12189 SALESMAKER 2 AND R HIGHLINE MODELS --- •.a._.............--- -.. : 2 ,. t` DWG. NO.: 15-R REV,:4 I r �v MADE BY: DDK Ia III I l � CHECKED BY: RWN .q- DWG. NO.: 15-R REV,:4 SCALE: N.T.S. MADE BY: DDK DATE: CHECKED BY: RWN REVISIONS DATE DWN CKD CHANGED GAUGE POLE HOLDER. TANK GAUGE INFO 4/20/87 CDE JGD REV. NOTE 13 5/13/88 CDE EMJ REV FLEX ASSEMBLY. MANHOLES. AND OV£RFiLL 1/22/89 CCE EMJ ;REV FLEX ASSEMBLY " /6/89 GPO. OBW a ,._... SAND FILL TO DISPENSER t l l t l t i' I�let� t 3' SUBMERGED PUMP FLEX ASSEMBLY t 24" MIN li PITCH Tn TIC 12" MN MIN FUEL OIL OR USED OIL TANK ohm • • e 4 • • • ° • s'..• ° • e ' /\.\\ ..\\\\ SWING JOINT ° • d4 A • • • CONC: W/ 6 ° X 6 - 194 WWF 8" CONCRETE PAD B '.-I------- 12" MIN. DISPENSER FLEX ASSEMBLY & IMPACT VALVE TANK SECTION B ---B PUMP ISLAND GAUGE POLE -, / HOLDER , TANK AND ELECTRICAL CONDUIT PLAN f L -° NOTES PEA GRAVEL BACKFILL -- ALL OTHER MATERIALS MUST BE APPROVED BY TANK MANUFACTURER AND OWNER'S FIELD REPRESENTATIVE. CROWN EXCAVATION. FOR DRAINAGE TO OBSERVATION WELLS. INSTALL SHALLOW PAN IMPERMEABLE LINER IN DRY HOLES ONLY. PROVIDE- 6 PEA GRAVEL BED BELOW LINER. 3/4" CONDUIT FROM EACH SUBMERSIBLE PUMP TO BUILDING. TERMINATE WITH SAL --OFF PER NFPA SPECIFICATIONS. 3/4" CONDUIT FOR FUTURE ELECTRONIC TANK GAUGE. LOOP CONDUITS BETWEEN TANKS, THROUGH JUNCTION BOX. SEAL OFF HOME RUN AT BOTH TANK AND BUILDING. DO NOT PIPE. INTO WIRING TROUGH. FOR USED -OIL TANK CAVITY_ -- ONE 4" MONITORING WELL, SUPPLIED BY OWNER, WILL BE INSTALLED. THREE 4` OBSERVATION - WELLS AND ONE 12" OBSERVATION WELL. DEPTH. AS SOWN OR AS REQUIRED BY LOCAL REGULATIONS. DO NOT USE PVC CEMENT. FILTER FABRIC -. CUT TO FIT TIGHTLY AROUND PIPING PENETRATION. SLOPE SIDES OF TANK HOLE. AS REQUIRED BY SOIL CONDITIONS. 24" MINIMUM DISTANCE BETWEEN TANK WALL' AND WALLS OF EXCAVATION. 9. GAUGE POLE HOLDER: G.C. TO FURNISH 4" X 12" . SOLID SCHD 40 PVC PIPE INITH SEALED BOTTOM CAP. TOP: ' OWNER SUPPLIED MANHOLE. 10. 4" .STEEL PIPE RISER FOR FUTURE GAUGE. CUT TO PROVIDE 8" CLEARANCE BENEATH MANHOLE LID. USE 12" PIPE NIPPLE ABOVE COUPLING. 11, PIPE ,T4 BE REAMED ON BOTH ENDS TO ACHIEVE A TRUE OPENING OF' 4 ". PROVIDE 4.1/2" TO 5^ -1/2" CLEARANCE- FROM TOP OF FITTING TO GRADE. USE 12" PIPE NIPPLE ABOVE COUPLING. 12. CUT AND POSITION FILL TUBE WITH ANGLE AWAY FROM SUB-PUMP, AS SHOWN. 13. CURB BOX - COVERS ARE TO BE PRIMED AND PAINTED ACCORDING TO THE FOLLOWING SPECIFICATIONS: FILL: • REGULAR UNLEADED- WHITE W /BLACK CROSS REGULAR LEADED - BLUE PLUS UNLEADED BLUE W /WHITE CROSS SUPER UNLEADED RED W /WHITE CROSS *VAPOR RECOVERY: ORANGE TANK GAUGE: GRAY *TANK OBSERVATION WELLS - BLACK TRIANGLE ON WHITE SUBMERSIBLE PUMPS - GRAY *PAINT SURROUNDING. 3" OF. CONCRETE PAD TO MATCH. 14. SLOPE CONCRETE AROUND ALL CONCRETE CURB BOXES -- 1" RISE OVER 12" 15. TANK BOTTOMS ARE TO BE INSTALLED LEVEL. 16. DRILL 1/8" RELIEF ORIFICE THROUGH FILL TUBE AT LOCATION SHOWN. 17. FIBERGLASS PIPING SHALL BE LAID AND CONTINUOUSLY SUPPORTED ON A 6" COMPACTED BEDDING OF CLEAN SAND. NO PIPING SHALL BE SUPPORTED BY BLOCKS, PLANKS, OR OTHER DEBRIS. 18. FUEL OIL OR USED OIL TANKS ARE TO BE INSTALLED ONLY WHEN SPECIFIED ON PLOT PLAN. FUEL OIL FITTINGS ARE TO BE SUPPLIED BY GENERAL CONTRACTOR. 119. SEAL AND PLUG UNUSED OPENINGS. 20. MINIMUM ,BEND RADIUS 8 ". 21. INTERIOR OF FIBERGLASS RISER 7Q BE CLEAR OF PEA 'GRAVEL BACKFILL SO THREADED JOINTS ARE EXPOSED. 22. PROVIDE 6" CLEARANCE BETWEEN TOP OF PVC PIPE AND GRADE. * DIESEL -- YELLOW * KEROSENE - BROWN * HEATING OIL - GREEN * USED GIL - BLACK BACKGROUND RUN. sn - . C, 'A « ¢ J. =' ' ::u . _ '• +c. ' r 7i <' y { IIII! IIII{ Illljillllll j I 'I(!I �, II{ IlIIIIiIIII{ II11I11iIl l�lI 1l1l11ll lIII1I t!VilIlIIII I�I I�tIII�II�I�IyI IjIIIIIIIIIIIII I I I � I I I ► ( I IIIIII�IIIII I IIII�i �I ICI 0 16 THS INCH 1 2 3 4 5 6 7 8 9 10 11 Mai IN i RMM!Y 12 NOTE: If the microfilmed document is less clear than thin notice, it is due to the quality of the original document. 0€ 6Z 8G G 9Z SZ 4 7Z £Z ZZ lZ OZ 61. s;31 Lt el St 4 7I. £l Z l tl OI 6 8 G 9 S a C Z t Het 0 (nllllll! TALI!I u III! IIInIII ?inlnlllllllllil!III!!Iliiiliii !inn tilllili► I !iii!IIII ilf! Liinhnllllllllllllnll! Inlllllllllllll lllllillIII!Ili!IIIIIIIIIIIIIIi lu;I�Inifilii�IIIIIIIIIIIiIIi I I II II ililllllllllllnllllllllllllll! , IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII� I STRAP VENT LINES TOGETHER tn 2 NC � ' FREE STANDING ELEVATION REINF. CONCRETE SLAB OR ASPHALT (SEE 'PLOT PLAN) REFER TO PLAN I I I FOR NUMBER OF FREE STANDING PLAN VENT RISER DETAILS PAINT GRAY N I- G. C. OWNER OWNER 12" FACTORY SLOTTED PVC -1 PIPE .02" SLOTS OR AS PER LOCAL REGULATIONS. ATLANTIC SCRIZEN NO. 7121 OR EQUIV: 13 FT. LONG 4" PVC -1 PIPE 12 FT. LONG SCH. 40 FOR GAUGE STICK 35 1-1/2" X 24" FLEXIBLE CONNECTOR - RESISTOFLEX OR EQUIVALENT 36 FIBERGLASS REDUCER BUSHING 2" X 1-1/2" NPT FEMALE 37 4 QUICK OPENING SEALED BOX OPW 126A 38 FILTER FABRIC •- TYPAR OR EQUIV. 39 FIBERGLASS TANK - OWENS CORNING OR XERXES 40 FIBERGLASS USED OIL TANK -- OWENS CORNING OR XERXES 41 SHALLOW PAN LINER, FUEL GUARD OR EQUIV. -SEE NOTE 2 42 IMPACT VALVE -�- OPW 1ORM OR EQUIV. 43 2" STEEL COUPLING SCH 80 EXTRA - STRONG 44 • RESERVED 2" STEEL COUPLING SCH. 40 GALVANIZED 46 ISOLATION SLEEVE, TOTAL CONTAINMENT FJ-- 042 OWNER OWNER G. C. G. C. G. C. OWNER G. C. OWNER OWNER PIPES REQUIRED Ei 111_111 --1:111 I c� PIPING DETAIL A UNDERGROUND STORAGE TANKS GENERAL SPECIFICATIONS GENERAL: EXCAVATE, SET AND FILL AROUND ALL UNDERGROUND TANKS AS SHOWN. TANKS ARE TO BE BALLASTED WITH PRODUCT OR WATER, ACCORDING TO LOCAL REGULATIONS, AFTER INSTALLATION AND BACKFILL. SEE OWNER'S REPRESENTATIVE;. ALTERNATE METHODS OF BACKFILLING TANKS SHALL BE AS RECOMMENDED BY TANK MANUFACTURER AND APPROVED BY OWNER'S FIELD REPRESENTATIVE. GENERAL: WHERE THIS DRAWING IS IN CONFLICT WITH THE LOCAL REGULATIONS, LOCAL REGULATIONS WILL SUPERCEDE THIS DRAWING, IF MORE RESTRICTIVE. FIBERGLASS TANKS: ALL TANKS ARE TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND APPROVAL OF OWNER'S FIELD REPRESENTATIVE. POE: GLASS FIBER PIPE TO BE A.O. SMITH OR CIBA GIEGY. (BRANDS MAY NOT BE MIXED). STEEL PIPE TO BE SCHEDULE 40 GALVANIZED. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PIPE JOINT SEAL: RECTORSEAL #5 OR #7 SHALL BE USED ON ALL STEEL PIPE FITTINGS. TRENCHING: ALL TRENCHING FOR PIPE SHALL BE AS NOTED ON DRAWINGS. SPACE PIPING IN TRENCHES 8" ON CENTER. BACKFILI. OVER PRODUCT PIPING AND VENT LINES OUTSIDE THE TANK CAVITY SHALL BE OF CLEAN COMPACTED SAND. COMPACT SAND FILL BEFORE AND AFTER PIPE INSTALLATION USING FLAT PLATE MECHANICAL TAMPER. ALL CONDUIT SHALL BE AS NOTED ON DRAWINGS, AND IN ONE TRENCH, SEPARATE FROM PIPING, TO BUILDING. TANK VENTS: ALL TANK VENTS SHALL BE 2 ". SLOPE ALL VENTS AND PIPES DOWN UNIFORMLY TO TANKS. TANK AND PRODUCT LINE TEST: UPON DELIVERY, ALL UNDERGROUND STORAGE TANKS SHALL BE TESTED ABOVE GROUND WITH AIR PRESSURE AT 5 PSI. USE SOAP AND WATER OR OTHER APPROVED METHOD FOR DETECTING LEAKS. LOOSEN THE PLUG FOR VENTILATION AFTER AIR TEST. AFTER iiNSTALLATION BELOW GROUND AND FOLLOWING BACKFILL TO TOP OF TANK AND INSTALLATION OF PIPING CONNECTIONS, ALL UNDERGROUND STORAGE TANKS SHALL BE TESTED WITH AIR PRESSURE AT 5 PSI. GASOLINE PRODUCT LINES INCLUDING VENT LINES SHALL BE TESTED WITH AIR PRESSURE AT 50 PSI BEFORE BACKFILL USING SOAP AND WATER OR OTHER OWNER APPROVED METHOD OF DETECTING LEAKS. AFTER COMPLETION OF ALL YARD CONCRETE WORK, INCLUDING TANK PADS AND PUMP ISLANDS. A SECOND 50 PSI AIR PRESSURE TEST SHALL BE PERFORMED ON THE GASOLINE PRODUCT LINES PRIOR TO ACTIVATING THE SUBMERGED PUMPS. A PETRO -TITE TANK AND LINE TEST OR OTHER APPROVED TEST SHALL THEN BE CONDUCTED AT THE OWNER'S EXPENSE. AIR TESTS SHALL BE MAINTAINED WITHOUT FALL -OFF IN PRESSURE FOR A MINIMUM OF 60 MINUTES. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE OWNER'S FIELD REPRESENTATIVE. TANK ANCHORING: TO BE DONE ACCORDING TO SPECIFICATIONS OF THE TANK MANUFACTURER. THE ENGINEER WILL DETERMINE THE NECESSITY OF ANCHORING AT A GIVEN SITE. GRADE to o Q V1 w zo 5 Q CO vy 1- WALL MOUNTED ELEVATION POUR SOLID CONCRETE AROUND PIPES RECEIVED crrY OF TUKWILA DEC 1 2 1989 PERMIT CENTER z r cD SWING JOINT EQUIPMENT SCHEDULE SPILL PROTE610N lh1TH DRAIN VALVE OPW ;1 11 a • •■•■■••a... •2 13 14 15 16 17 18 19 20 I 0- MATERIAL SCHEDULE 4" NPT FLANGE ON TANK FILL CAP OPW- •634TT-4" OR EQUIVALENT ADAPTOR OPW- 633TI -4" (BRONZE) OR EQUIVALENT 4" STEEL COUPLING SCH. 40 GALVANIZED 4" STAND PIPE LENGTH AS REQUIRED SCH. 40 GALVANIZED ALUMINUM FILL TUBE OPW 61T-4" OR EQUIVALENT COMPRESSION SEAL FOR 2" COUPLING TOTAL CONTAINMENT 48 COMPRESSION SEAL FOR 1 1/2" PIPE TOTAL CONTAINMENT 49 1.1/2" STEEL COUPLING SCH 80 EXTRA STRO 2 STEEL PIPE NIPPLE 4" LONG SCH GALVANIZED UNIVERSAL V421 EXTRACTOR VENT VALVE OR OWNER EQUIVALENT (4" X 2" X 2 ") WITH UNIVERSAL #37 STAINLESS STEEL FLOAT AND 1/8" RELIEF ORIFICE CURB BOX OPW- 104- -A 2 x 30 FLEXI6LL: CONNECTOR RESISTOFLEX OR EQUIVALCNT 2" FIBERGLASS COUPLING 1 END PLAIN. 1 END 2" NPT MALE 2" GROUND JOINT UNION 1. 2" PIPE 90' ELBOW (STEEL) SCH. 40 GALVANIZED 2" FIBERGLASS PIPE A.O. SMITH RED THREAD II OR MMERON DUALOY 3000 2" PIPE SCH. 40 GALVANIZED CAP OPW- 1711 -T -3 OR EQUIVALENT ADAPTOR OPW -1611 AVB 3 "X4" OR EQUIV. TANK DELIVERY MARKER UNIVERSAL NO. 56 CURB BOX 24 "X24" RED JACKET OR EQUIV. 4" PIPE CAP SCH. 40 GALVANIZED 21 36" DIA. 20" FIBERGLASS RISER, OWENS- CORNING OR XERXES 22 RED JACKET SUBMERSIBLE PUMP 23 RED JACKET LEAK DETECTOR 24 2" PIPE NIPPLE, 4" LONG (STEEL) SCH. 40 GALVANIZED 25 2" VENT CAP OPW 23 OR EQUIVALENT 26 2" PIPE 45' ELBOW SCH. 40 GALVANIZED 27 FIBERGLASS ADAPTOR 2 "F X 2 "F NPT 28 519A OBSERVATIOOR EQUIV. N WELL MANHOLE 12" MORRISON 4" FACTORY SLOTTED PVC -1 PIPE .02" SLOTS CAPPED BOTTOM, ATLANTIC SCREEN CO. OR EQ. 13 FT. LONG SEAL OFF - CROUSE HINDS MODEL EYD2 JUNCTION BCX- CROUSE HINDS GUP215 OBSERVATION WELL MANHOLE 12" MORRISON 519A OR EQUIV. 1 RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 TANK & LINE SUBMERGED (REMOTE) PUMPING FIBERGLASS PIPING DETAILS DETAILS .w..rwrnrw SUPPLIER OWNER TANK MFG OWNER OWNER G. C. G. C. OWNER OWNER OWNER G. C. G. C. G. C. G. C. G. C. OWNER OWNER OWNER OWNER G. C. OWNER l t 3 • .CURB OR SIDEWALK ELEV. 4/4" CONDUIT (FIELD VERIFY) 6" R. CONCRETE FOUNDATION SECTION NOT USED ISLAND FORM VACUUM BASE AMENITY UNIT ISLAND FORM 3/8 ". EXPANSION ANCHORS. HILTI OR APPROVED t O EQUAL 17.41 FIELD VERIFY NO. & ARRANGEMENT. CONCRETE SLAB -t WWF 6X6-W2.9XW2.9 • EXPANSION JOINT SECTION EXPANSION JOINT IN CONCRETE SLAB attstrr rrtrr 13111IUIIJ 1*rr 11 -3 AUTO - PORT MR BCCI OWNER MODEL B 142 11 3/4" PIPE ASSEMBLY WITH OWNER AIR VALVE AT ONE END AND 90• ELL AT OTHER END 11 -5 1 1/4" SUPPORT PIPE OWNER 11 -6 1 1/4" SUPPORT FLANGE OWNER 11 -7 3/4" SUPPLY LINE OWNER 19 -2 400 WATT WHITEWAY OWNER G.C. MODEL LRI-- 4OO -SMH FIXTURE 12 GA. STEEL CURB 16' POLE WHITEWAY MODEL 16' -SOS -507 5" SQUARE DWG. NO.:16 MADE BY: CDECO CHECKED BY: SCALE: NTS DATE: MAY 25 1988 REVISIONS 1. REV. DET. 11,17,18,22 2. DET_ 11,15,18 ADD DET. 26 OWNER OWNER OWNER G.C. OWNER G.C. OWNER G.C. OWNER G.C. ASPHALT DRIVE PROPERTY UNE SEE PLOT PLAN FOR PITCH AND FINISH GRADES • 8 "CONC. SLAB WWF 6X6- W2.9XW2.9 i SECTION CONCRETE APPROACH & ASPHALT DRIVE 6" STREET CURB EXPANSION JOINT SI N VARIES SEE PLOT PLAN FIN. GRADE PROPERTY UNE -- SEE PLOT PLAN FOR PITCH AND FINISH GRADES 8 "CONC. SLAB 6" CONC. SLAB WWF 6X6- W2.9XW2.9 STATES SECTION CONCRETE APPROACH & CONCRETE DRIVE AL, FL, GA, KiS NC, SC, TN ALL OTHERS 12 GA. STEEL CURB FACING 13" HIGH SECOND FIXTURE IF REQUIRED, IS SHOWN ON PLOT PLAN BRASS RECESSED PLU TABLE 1 3 "RIGID BOARD STYROFOAM UNDER WALK NO NO YES SEE PLOT PLAN WWF 6X6— W2.9XW2.9 4 "CONC. WALK SLOPE 1/4" R. PER FOOT U —J 0 1 tG STYROFOAM SEE TABLE I ABOVE SECTION BUILDING SIDEWALK 12" FIXTURE Q � --- POLE © C9 \ 06 °` x Z : oa O - FINISH GRADE NOTE: YARD LIGHT SHALL BE LOCATED 3' -0" MIN. FROM CURB. ELEVATION YARD /ISLAND LIGHT FINISH STREET -- BLDG. 9" MANHOLE OPW 104A --1044 OR EQUIVALENT ASPHALT OR CONCRETE PAVEMENT 6 ". SEWER CLFANOUT N CONCRETE SLAB a 1/4" R. WWF 6X6- W2.9XW2.9 1 0.1 D 4" TOOLED JOINT 0 1:3 SLOPE SECTION KEYED CONSTRUCTION JOINT IN CONCRETE SLAB STANDARD GUARD RAIL POSTS W6 X 8.5 X 5' -9" LONG I �12 -6 MAXIMUM -J " 1/2" CHAMFER ''� �°°" (TYPICAL) 5 #4 REBAR - EQUALLY SPACED FROM TOP TO BOTTOM #4 REBAR 0 12" PLAN 1" CHAMFER ALL EXPOSED EDGES TYPICAL DESIGN CRITERIA: MEDIUM CLAY SOIL, 30 PSF WIND LOAD. A - TI � ° ASTM /a -36 SECTION ON SQUARE PLATE 4 "X4 "X3/8" FOUNDATION YARD /ISLAND LIGHT 12 GAUGE GALVANIZED METAL GUARD RAIL BOLTED TO METAL POSTS PER STATE DEPARTMENT OE TRANSPORTATION SPECS. SECTION HIGHWAY GUARD RAIL SECTION HIGH CONCRETE CURB CONCRETE FOUNDATION 1 CU YD OF 3/4" GRAVEL AROUND WEEP HOLE GRADE SECTION SEWER CLEANOU T LANDSCAPE HYDRANT INSTALL EXPANSION JOINTS 20' 0.0. • `9--3 ANCHOR BOLTS 1" GROUT NON- SHRINK 3/4" CONY. 3/4 "e ANCHOR BOLT --°- -• WOODFORD MODEL Y95 FREEZELESS YARD HYDRANT \ OR APPROVED EQUAL 1 3/4" COPPER TYPE K WATER LINE • FULLY FINISHED ENDS ASTM A-307 NUT CONCRETE SLAB EXPANSION JOINT 1/2" CHAMFER TOP SOIL #4 REBAR TOP & BOTTOM SECTION STANDARD CONCRETE CURB EXPANSION JOINT V HEAVY DUTY GRATING AND FRAME SHALL BE EQUAL TO MCKINLEY SECTION IRON WORKS TYPE Mil 20"X20" WITH TOP FLANGE FRAME. YARD DRAIN DRAIN #4,O 8" O.C. E.W. 3/4" CONDUIT 6 " TYP .a 3' -2" -•" ASPHALT -GRATING s , OR CONC. PAVEMENT I � I B PLAN #3 TIE 0 24 "O.C. 0.63: MIN. SLOPE SECTION A—A TRENCH DRAIN U e ASPHALT DRIVE OR INSTALL EXPANSION JOINTS 20' O.C. #4 REBAR FLAG POLE 28" X 44" POSTER WITH FRAME GRADE WWF 6X6- W2.9XW2.9 SLOPE •CONCRETE YARD DRAIN POLYESTER RESIN TRENCH DRAIN , BY POLYDRAIN, ACO, OR POLYCAST. TYP CAST IRON HEAVY DUTY, BOLTED DOWN, INLAY SLOTTED GRATE. SECTION B — B 3" CLR. BASE COLLAR FOUR WOODEN WEDGES - V 3' -2" X 3' -6" X T'- CONCRETE FOUNDATION PACKED DRY SAND BETWEEN POLE AND TUBE AFTER ERECTION STEEL CENTERING WEDGES STEEL BOTTOM PLATE W3 -6" - CONCRETE to FOUNDATION TlON STEEL SUPPORT PLATE GROUND SPIKE ELEVATION FLAG POLE & BASE ALTERNATE SUPPORT METHOD: BASE PLATES ANCHORED TO EXISTING CONCRETE SLAB WITH HILTI EXPANSION ANCHORS. ELEVATION POSTERGRIP SIGN ASPHALT DRIVE CONCRETE DRIVE WWF 6X6- W2.9XW2.9 t N SECTION CONCRETE & ASPHALT DRIVE HOSE W/ BAYONET q AIR GAUGE (NOT SHOWN) GRADE , TO REGULATOR OUTLET (LOW PRESSURE) OF REGULATOR MANIFOLD INSIDE BUILDING. 3/4" SCH. 40 FOUNDATION BY G.C. GALVANIZED PIPE �D STEEL YARD AIR STAND FIN. GRADE 1 BLDG. WALL � 3" DIA. STEEL PIPE - ✓ . • 10 3•- L CONCRETE S .r ..^ r ,.,i��r ''.�'c::t {.e n .''`� i .h Te , >..; a .F } ▪ "r ta x r c s .. ,IIIIIII1IIIIIII1IIIIIIIf III1IIIIIII'IIIIII'f 111 III( IIIiI1 !}IIIIIII1III111111lf 1111111111111111 1 1 1 1 PIT 0 ,a THS INCH 1 2 3 4 5 6 7 8 9 NOTE : If the microfi document is less clear than this notice, it is due to the quality of the Original document. -4" to .. N S li 2' - MIN. ON LATCH SIDE OF U ')OR . • SECTION GUARD POST 5 . -01. • 06 6Z ee LZ 92 5Z Wiz CZ ZZ tZ OZ 6l 91 Lt 9: 9l t'L Cl ZL tt 01, 6 8 L 9 9 �i C Z t 'w O II i fIIlllil�l IIIIII�I�IIIIIIIJIILIIIIIIIII�IIIIIilllllll! IIIIIIIIIIIIIIIIIlI�IfI�I�I�l�il! il�lnllllll�Lr1111 !���I IIIIIII1I I IIII��l lil�l���ll�ll 11 �► iIllllnllllilllillllII II IIIIIIIIIIIIIII�rIIIIIIIIIIIIIIIII�lllllll {Illlllilllll1111illllllll !I I ii�II� ii i II I. IIIIIIII .I {IIIiIIiI�.�IIIIlIIIIIIIIIII� a 10 N c I N PLAN HANDICAP RAMP VIII, IIIlII 10 11 MAD" tH 3LRt1.t„T 12 CAP 3/4" SUPPLY PIPE PIPING FURNISHED BY OWNER 4" SCHEDULE 40 SEAMLESS PIPE. DARK GRAY PAINT. LANDING CONC. WALK ASPHALT RAMP RAM P SLOPE 1 ":12" (TYP.) • N . a I 0 z 1) ANCHOR R----- FLANGE TO CONCRETE ISLAND. CONCRETE SLAB CONCRETE SLAB WWF 6X6- W2.9XW2.9 SECTION SAWED CONTROL JOINT IN CONCRETE SLAB TOP OF AIR PIPE TO BYPASS (HIGH PRESSURE) PIPING OF REGULATOR FURNISHED MANIFOLD BY G.C. INSIDE BUILDING. 3/4" SCH. 40 CONCRETE GALVANIZED STEEL ISLAND AIR TOP OF ISLAND REFER TO DISPENSER DRAWING 13 AND PLOT PLAN FOR EXACT AIR PIPE LOCATION. ASPHALT BINDER — COURSE 6' HIGH BOARD ON BOARD WOLMANIZED CEDAR WOOD FENCE (3 SIDES) WOOD GATE SHALL BE FRAMED WI TH 2 "0 GALV. STEEL PIPE. GATE TO INCLUDE 3"0 TERMINAL POSTS AND HARDWARE. NEW 1 1/2" ASPHALT OVERLAY SUBGRADEJ 3'-o" MIN. ASPHALT EXIST. EXCAVATE TO SUBGRADE ALONG CONCRETE SLAB AND PLACE ASPHAL T BINDER COURSE TO 1 1 /2" BELOW CONCRETE SLAB. OVERLAY WITH 1 1/2" ASPHALT SURFACE COURSE. SECTION OVERLAY FOR EXISTING ASPHALT DRIVE 4' BURIAL DEPTH, FILLED IV CONCRETE PLAN RUBBISH ENCLOSURE 6" REINFORCED CONCRETE PAD RECEIVED CITY OF TUKWILA DEC 1 2 1989 PERMIT CENTER 20-2 23-1 23-2 OWNER FURNISHED MATERIALS 3 DIA. STEEL SUPPORT !OWNER PIPE AND 3/4" DIA. STEEL 1 AIR PIPE WORKING PRESSURE) W/ BAYONET AIR GAUGE ANCHOR BOLTS WITH ANCHOR PLATE AND 6" THREADED PROJECTION ADMIRAL FLAG AND FLAG POLE WHITEWAY MODEL LAI-4-00-MH-15 W/ MULTITAP BALLAST AND SP2-2 PIPE SLIP FITTER ISLAND FORM AMENITY UNIT POSTCRGRIP SIGN & FRAME SUPPLIED BY OWNER BP OIL CO. RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBUC SQUARE _CLEVELAND OHIO 44114 YARD & DRIVEWAY DETAILS INSTALLED BY G.C. ALL OTHER MATERIALS ARE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. • FRONT VIEW GILBARCO MPD mi GULF MOBIL BP BORON DETAIL 3" A 1'--0" DETAIL 1 1/2" " DISPENSER GRAPHICS 3/4" 1�0" EQ. [, Q. DIAL FACE GILBARCO MPD DIAL FACE WAYNE MPD SOH I O 0 SIDE ELEVATIONS PUMP TOPPER EQUAL Diesel Sprem 343 STOP ENGINES,NO SMOKING" N10018 INSiRUC11ONS PANEL ,' N10019 0 PUMP NUMBERS L N10017 0 PUMP TOPPER • 891708 SELF/FULL DECALS N10052 10055 SPREADER GRAPHICS YELLOW & WHITE STRIP_, N10029 PRODUCT I.D. PANEL. SEE CHART 9 BELO GIL MPD 2 N10042 N10043 N10047 N10048 N10049 REGULAR UNLEADED PLUS UNLEADED PRODUCT I.D. PANEL PACT # SUPER UNLEADED N10044 WAYNE DIESEL HANDICAP N10014 OCT NE RATING N10015 Stop Engine No Smokin Wig *sited a ammo r.4t.M gods hielog ,etas 1/2" YELLOW 4 WHITE FRONT VIEW—WAYNE MPD 0 OCTANE RATING DECAL HALF sr 4 1" m 1 ° +20" 7 DETAIL 3 ° us 11 -0" GILBARCO SALESMAKER— 2 DIESEL FRONT VIEW — PUMP TOPPER I III I III i III I III I III I III J III I III I III I I I I I I 'IL 0 I TH5INCH 1 2 3 ./ �.. 'Y . . ti - - -' i r .c: Y" .;Z, . .p S F ✓ , . qa, A T . 1.,, . \ K fi 7i,. or'. 1, ~ /! f . S, y : ��,��.f : r ... ! "• fy " N 77 11 111 111 11 ! `c y ! 1 1 1 1 1 1 1!1!1 1 1111111!1111111!I!11 111! I! 1!1!1!I!1!111!111!1!1{I!1!1!1!I 4 5 6 7 8 9 10 11 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quaLity of the original document. 0c 6Z ©G LZ 9z 5Z 1 7Z CZ zZ Le OZ 6L sl LI. 9L St til CL Zl Lt pi, 6 8 1. 9 s C Z L WW 0 (llllillil Illl!IIII IIII!IIII�{!{!! III! IIiI! i!! I !I!!III!!i!I!!!ii!II!�,!!IIIIII Ii!III!Illlllf!! ►IIIIII!!II{I !I!!I!!ill!!ull!!! !1!!11111 {!11!1!11 ILL {!II!i llil!illl III {!III{ 1I!JIIIII_L!IIIiI{IIIIII!Illi Illi!IIII IIII!Iill lilllllll li!i!illl iIIllnlllll ! n {Inllll{ulllllllllll{Ilil {ulI MADE Pi GERMANY DIAL FACE WAYNE DIESEL 1° RECEIVED CITY OF TUKWILA DEC 1 21989 PERMIT CENTER - mursasaranramiskisfrearrornmamarmenourto --- MATERIAL SCHEDULE BM sa BUILDING MANUFACTURER GC IN GENERAL CONTRACTOR 0 es OWNER SC " SEPARATE CONTRACT � NOTES STRIPE SHOULD? BE ADDED TO PUMP BOTTOM DOORS DELIVERED ALL GREEN -- FOR GULF, MOBIL, BORON AND BR 2. SOHIO DOORS SHOULD REMAIN SOLID BLUE. 1. BP GIL CO. RETAIL MARKETING DESIGN AND ENGINEERING 200 PUBLIC SQUARE CLEVELAND, OHIO 44114 DlSP NSER GRAPHICS SgoSUPPUER s. INSTALLER \SNN t ^ - DWG. NO.: 17 —DG SCALE: AS NOTED DATE 2- 15--89 REVISIONS GENERAL REVISIONS 111111111111111111111111111111111111111111111111111111111101 REV.: 1 MADE BY: CD CHECKED Y: DDA DATE DWN CTKD 20 8 C GPO 4'4/9