Loading...
HomeMy WebLinkAboutPermit 6475 - Chevron - Sales AreaCHEVONJ bLiv7 ADDRESS 5303 Pacific Hy 11276 Fife WA °P 98424 WA. ST. CONTRACTOR'S LICENSE ft JOEHAC *259RT EXP. DATE 10 - 01 - 91 ARCHITECT Robert H. Lee & Associates, Inc. PHONE 746 -4677 A '1520 140th Avenue N.E., Suite 200, •ellevue, WA ZIP 98005 year 1988 SETBACKS: N- S - E- W- ARE PROTECTION: C] Sprinklers U Detectors 0 N/A UTILITY PERMITS REQUIRED? 0 Yes 0 No p ngyvorical ZONING: C -P CO • TIONS (• er t an t ose noted on or attached to perm t/p ans BAR/LAND USE CON ITIONS? No n- conformin• landsca.e Yes 0 No BUlL r' �r PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. (.-- L I _16 DATE ISSUED: E) . CI' 1 Si " A S ADDRESS CONTRACTOR 220 Strander Bl Remodel existing sales area. Chevron U.S.A., Inc. Joe Hall Construction PLAN CHECK NO.: 1301 5th Avenue, Room 2900, Seattle, WA BUILDING.SU' • MOU `416'f 00 DESCRIPTION BUILDING PERMIT FEE: Pl.ANCHECK< FEE :<`« » ; TOTAL 90 -396 R 628 -5312 PHONE 922 -6815 DATE: 3_ Jy-- / PROJECT NAME/TENANT Chevron _ ASSESSOR ACCOUNT # 262304-9104 ,. 100 TYPE OF • New Building ■ Addition © Tenant Improvement (commercial) ■ Demolition (building) 0 Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other. DESCRIBE WORK TO BE DONE: aP 98101 TOTAL SQUARE OCC. SQUARE OCC. SQUARE OCC. TOTAL TOTAL A AP ' OY s-r- ISSUANCE BY: fs per rrit halt b ecome nrell ar►d O. t t he w 1 . I ' r1Ge, Qr if th work Is suspe nded Or abandone CERTIFICATE OF OCCUPANCY NO. BUILDING OFFICIAL DATE: 3 /.f 9 COMPANY: ar c c •,‘..)sT �I coenrh�r�ced `�if� r aps s>c of 80 DATE 133 T D: in1 ay 8D dsy� fi from they �arr't i4 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. DAT TNIT (I. 'en% ./ wif COMMENTS i ELM h di / G( ..f. . . . 40 , i d , SC, ket • / /QL4 , 41 , _I- i ... Mr 7 75 - _,A111M1 AI AI ) . Ar _ 9, , A _05 Ar 5 -- 61/ ■ i72 11, .0 4e ci a / ,4 - . _ Or e516 z is 9 3ffilMiiiir,,ALMffi -1-. .44fe-..1 .40 ..../ -, ejle-de l'' % ., Zee , -- ab)-ri , , a /5 e t / AV".• if.../ ii ;yid 1....,L /4 —1-44 4, .4.4.....4 ° 1 I l i r . . :ed ' IM. W , :r...../eLdo: A LAI.. 1 01441 i.A1 I .Adr A W .. . . ..■ . . A ■ . . ■ . a • . . A . *AA A■A• . • . . .. . . . A . A . . a . A . r . . A . . . . . • . r . = A . . A ACTIVIOY LOG PERMIT NO. CONTACTED �� y q , tom'` 1 `���� DATE READY DATE NOTIFIED 7, I (init.) BY: (init.) BY: (init. PERMIT EXPIRES 2nd NOTIFICATION _ 3RD NOTIFICATION AMOUNT OWING (01,1, "� r , ` BUILDINCOPERMIT APPLICATION TRACKING SUITE NO. PLAN CHECK NUMBER REVIEW COMPLETED PROJECT NAME C. hQN r on SITE ADDRESS c`ZcQ.D S I 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) C .. W/A DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING initial review 0. PLANNING PUBLIC WORKS 0 OTHER t BUILDING - final review FIRE PROTECTION: ZONING: Gjp REFERENCE FILE NOS.: MINIMUM SETBACKS: N. TILITY PERMITS - EQ RED? FIRE DEPT. LETTER DATED: ,/2, Date Sent - at Appro PUBLIC WORKS LETTER DATED: 3-- I 4- Detectors INSPECTOR: BC DM • (year): IR$o SITE ADDRESS SUITE # 220 Strander Boulevaed VALUE OF CONSTRUCTION - $ $100,000.00 PROJECT NAME/TENANT Chevron Service Station ASSESSOR ACCOUNT # 262304 -9104 TYPE OF 0 New Building • Addition E Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Remodel existing sales area; enclose exposed areas on existing canopy BUILDING USE (office, warehouse, etc.) Service repair work for automobiles NATURE OF BUSINESS: service station WILL THERE BE A CHANGE IN USE? • No • Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 1929 Sq. F t . Tenant Space: ' ' Area of Construction : 2 5 2 sq. F t . WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No ® Yes IF YES, EXPLAIN: 0 I L PROPERTY OWNER Chevron U.S.A., Inc. PHONE(206)628 -5312 ADDRESS 1301 5th Ave, Rm Seattle, Wa. ZIP 98101 CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT Robert H. Lee & Assoc. , Inc. PHONEr' /746 -4677 ADDRESS ie evuet= NE Ste 2110' e�l ZIP 98005 ! R EBY CERT Y THATI:HAV AN ; EXAMINED THI.6'APPLICATIt i :ANp:::KNOW.THE.SAM T , • . , .T...� ...... ... 1:1 ... T AN ...... U: wd6di T � . �t?L': :'.�": � RM � vi' ii; i;' i< v' . E i; i; # ii % ?''ii:E;'::v;'i;:::.; BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE DATE 9 /8/96 PRINT NAME Robert . Lee & Assoc., Inc. PHONE (206) 746 -4677 CITY/ZIp 98005 ADDRESS gelQevuethWave. NE Ste 2170 CONTACT PERSON Robert J. Picard PHONE (206).746 -4677 1 CITY OF TIUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION MUST BE FILLED OUT COMPLETELY' 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 • Community Development prior to applicatlnn..r. f'nntanf.thc .PPSC►i" �nnr- �=�..��► A *24 ;gA7e 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 431-3670. DATE APPLICATION ACCEPTED BUILDING PERMIT APPLICATION encL `:o own MICIUMFMINTOIMIS manzrimmusoINEINNUM NEEMEINIEVE MUMENINEMMI MEIMMINEIMEMENE PLAN CHECK`: FEE `' •THER: >TOTAL '- DATE APPLICATION EXPIRES COMMERCIAL NEW COWAE BUiLDINGS/ADDiTiONS : RACK t3TORAStE Comple building permit application : • Assessor AcCount Number • Two sots (2) of •worWng drawings, whlc ' I •' Na i► <:. . ►.F oundation Dian f Co mpleted building permit application (one for each structure wiser Account Number I TWo ants (2) of the following: Spodfioations Structural calculations stamped by e Washbt 8 engineer 8aila report stamped by to Washington State Aoensed engineer: NEW 5lf4 LEfAMILY DWELLINGS/ADE/1p e Completed building permit application (one for each structure tsgW description • COMMERCIAL TENANT IMPROVEM Completed building permit application (one for each structure or • snort) Assessor Account Numb @r; • Locati o f tenants • Fo isting a pro posal parking C Overall building plan • Tenant location • Use: ;of adjace (common •Wall) te nant Overall �menalone of building o square footage oo r plan of proposed tenant space • Tenant apace plan with use of each room Labell •: Exit doors, egress patterns New walls, o dsting and:wal[s to: be derrtolishead Construction details • Cross sections showing wail bonsbuctlon and:method of'. attachment:for floor and ceiling ❑ Structural calculations stamped by a Washington State fice engineer may be required rf:sttuctural work es to be done (2 ; sob NOTE if any utility word >s la be: done, su se parate utllty perm! appliCatlon and plans :: RE800F Completed. build application (one for eaich • C Assessor Account Number Narrative.. describing existing roof, material being removed, and. mated& b NOTE ` A certification letter is required pilot to final Inspection and s `.offolffteperrrtfG! ;;. ANTENNA/SATELLITE ,DISNE Completed .buiidtng permit aPpilcatl Assessor Account.Number a de uthi$ permit ap TopograpFdOet survey . • Enetpy calc stamped by a Washi engineer or architect : Leg des W w orking drawings, s byr. Washing Sta at+ chf�ect, which incl gfta pjan Architectural drawings ' : drawings • NlectsardcsJ drawi Elevations ►Civil drawings Lsndacpe p u Completed u tility permit application (one for entire pro Six (8 ) sets of civil drawing NOT : See utWty perm appl and check ba for specifi aubmld on Assessor Acawnt Number: :. Twa (2) sate of plans, which ind Building floor plan showing Entire spade where racks will be loots nsione :of all mail Tarrant space floor plan showing rack storage Layout, aisles an a>dat NOTE' lnc1uo19 dimensions of racks (het and Structural calculations stamped by a Washington State license engineer (radt storage 6' and over). RESIDENTIAL lautng elevations (all Views Bldktikg cross•sec Ion . 8tnrctuml framing plans :. U Washington State Energy Code :data Completed utility permit application 81t.:1 sets of site plans showing utilities: NOTE u ng alts plan and utility site plan may be :combined Sue u4Ply ps application and checklist for specific submittal tequirementa Addfiovwl topographical and soils infor may be required tf unique • site conditions SUBMITTAL CHECKLIST tote tQ ken Details antanna/satell Sgtitcturaf csicufatlons :tamped engineer may be requi RESIDENTIAL RE ODEL E Completed buildin permit application. • • /Assessor Account Nu. Two (2) setsof working drawings, which • •Site plan i~oundation , • Fk.or.plDn • Roolpian • Building elevations (all view ucturai.trwnir NOTE: If any udity Work. to den and plans musr be sutim/ttad incl • REROOFS :. Completed : building permit a pplication (one Assessor Account Numbs Narrative doscnbing exlsdn material being ine tall� NOTE A certillcatlon letter is required off of the permit:' structure ;matenat being removed, r fo final lnspectlon and sign •PRE :APPLICATION: FILE. .Nt)PRF App - 2 Or9(L PROJECT on.• •220 Strander. BL MEETING DATE' 8-.16-9 TIME.. 2' 30 CHECKLIST MAILED TO CONTACT PERSON (date): 8-17 -90 STAFF PRESENT Building (433 -1851) Duane Griffin/ Building Official Fire (575 -4407) Matt Czuleger/ Plan Reviewer Planning (433 -1849) Ann Siegenthaler /Assistant Planner Public Works (433 -0179) Ross Heller/ Engineer Parks & Rec. (433 -1847) U Police (433 -1806) Permit Center (433 -1851) Denise Millard /Permit Coordinator a Other ( - ) e Q LI APPLICANT /REPRESENTATIVES PRESENT Contact Person: Name Robert Picard Address 1520 140 Av NE (PREAPP2, 1/90) CITY OF TUKWILA C0L PRE- APPLIC CTION PROCESS MEETING ATTENDANCE RECORD NAMES /TITLES Company /Title Robert H Lee Associates Ste 200 Bellevue Zip 98005 Phone 746 -4677 Others Present: Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company/Title Address Zip Phone Application forms, plan submittal handouts and other reference materials are enclosed for your use. If you should have any questions regarding the permit process or would like additional forms sent to you, contact the Permit Center at 433 -1851. Chevron PRE- APPLICATION FILE NO. :APP 020 - PROJECT: MEETING DATE: 08 TIME: 2 _._.. . 30 SITE ADDRESS: 220 St ranger B1 1. 6 . 7 . C 14. C Comply with the Uniform Building Code, 1988 Edition. 2. Comply with the Uniform Mechanical Code, 1988 Edition. 3. Comply with the Washington State Energy Code. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). ANC) 4. Comply with Washington State Barrier Free Code, Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: All applications and plan submittals must be compete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be Included on plans. Normalcy, no site work will be allowed until erosion control measures are In place. Rockeries are not permitted over 4' in height. Retaining structures over 4' In height must be engineered re- taining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. Demolition permits are required for removal of any existing buildings or structures. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). Obtain approvals and permits from outside agencies: 1 ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (277-7272). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- , tons: 296 -4767; Permits: 296- 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for s and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575-4404). 18. 19. 20. Checklist prepared by (staff): If you P� any que ons r l the permi proc or vdaw�fld Ilk, i s obtain additi toAattOthil904than . ac t he milt i ` n 1 ...••r ......l..�. ! .t ......v..,v .....�.... .. .. r.. «., .. r .. rrr .nr.... .f rn..x... r.....eJli.r.:. :�{:•kr:f.•rn , rr.{...nr..vi+. n•S;o$w� BUILDING DIVISION ;TY OF TUKWILA PRE - APPLICATION CHECKLIST Date: ? — /6 -9� CITY OF FIKWILA ( PRE-APPLICATIOP N CHECKLIST PRE - APPLICATION FILE NO PRE 020 - PROJECT' Chevron . MEETING DATE• 08 - O 3. TIME 2:30 , 1 1 11■116 [[ 2. Fire hydrants will be required. (City Ord. #729) SITE ADDRESS' 220 Strander BL FIRE DEPARTMENT - Construction Information 1. The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a struc- ture; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) O 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for appro- val prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) 0 5. Maximum grade is 15% for all projects. O 6. Hose stations are required. (City Ord. #1528) [2( 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. (- 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10, (Minimum rating 2A, 10 BC) 0 10. Buildings utilizing storage of high piled combustible stock will require mechani- cal smoke removal per Section 81 of the 1988 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) [ J 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. [✓/ 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) [ 14. Designated fire lanes may be required for fire and emergency access. This requirement maybe established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) (✓� 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) ✓r 16. Fire Department vehicle . access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed verticle clearance of 13'6 ". Cl 17. Adequate fire flow availability will need to be demonostrated for this project. Er 18. .g . 7 c .4 J1 Ihsou44 eftvA x -1 is. m eed o woree€ EA?. it rharirlict nranarari by fctaff1• e J /7�.wir_ natal .: ".';.::. PRE-APPLICATION FILE NO:.2?E -90 MEETING DATE: 08 -16 -90 TIME PROJECT. Chevron 2:30 SITE ADDRESS 220 Strander Bl [I 1. Underground fire line from vault to riser D 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing (� 3. Underground tank a b. c. d. e. f. g. a. b. C. d. e. f. 9. h. . Fire Thurst block and rodding Type of pipe Depth of cover Flush Hydrostatic test Fire Dept. approved plans Materials and test certi- ficate Locaton Distance between tanks Distance to property line Depth of cover Vent piping, swing joints, fill piping, discharge piping Anchoring Hydrostatic test Separate Fire Dept. approved plans alarm a. Acceptance test b. Fire Dept. approved plans (� 6. Hood and duct inspections a. Installation b. Trip test Checklist prepared by (staff): (PREAPP4, 1/90) CITY 01- tVILA ( PRE-APPLICATibN CHECKLIST FIRE DEPARTMENT - Inspections [� 1. Spray Booth [I 8. Flammable liquid room 9. Rack storage d a . b. c . d. a b. c. a b. c. d. a b. 11. Fire a. b. c. d. e. 12. Other a b. c. d. e . f. g. Location Fire protection Ventilation Permit Location Fire protection Permit Permit Mechanical smoke removal Rack sprinklers Aisle width 10. Fire doors and fire dampers Installation Drop testing final Fire Dept. access Bldg. egress and occupancy load Hydrants Bldg. address Fire protection systems (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers �i fi V, ' 4004,0.7-z- 77,9,146 .77/./46 her :MEETING DATE 08- 16.90 TIME 2 : SITE ADDRESS: 220 Strander BL PLANNING DIVISION - Land Use Information g;:t 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) O 2. Obtain the following land use permits /approvals: -- Boundary Line Adjustment — Building Site Improvement Plan Comprehensive Plan Amendment - Conditional Use Permit -- - Design Review Design Review - Interurban - Environmental (SEPA) - Planned Mixed Use Development Planned Residential Development 3. Zoning designation: 0 Site located in sensitive area? Yes X No 4. Minimum setback requirements: ) Front le) Side J(5 Side j Rear C1 5. Maximum Building Height: tg 6. Minimum parking stalls required: Cfl . •JXXVVILA PRE- APPLICA ON CHECKLIST PROJECT j evron Rezone - Shoreline Management Permit - Shoreline Management Permit Rev. - Short Subdivision Sign(s) Subdivision Unclassified Use __. Variance -x Other Loo /iioraWlefO Height exception area: _ Yes _ No Handicap stalls required: 1 61 v Shs WuV1) O 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stasl1s are permitted, although no wheel stops prior to hitting the curb will be required. g 8. Minimum landscaping required: 15 Front 16 Side I5 Side 15 Rear g 9. Landscape plans must be stamped by a Washington State licensed landscape archi- tect. All landscape areas require a landscape irrigiation system (Utility Permit Required). [] 10. Roof -top mechanical units, satellite dishes and similar structures must be pro- perly screened. Provide elevations and construction details as part of building permit application submittal. [j 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. O 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 13. 14. Q 15. C1 16. Q 17. Cl 18. O 19. Q 20. O 21. O 22. [l 23. ri 24. 0 25. MEETING DATE: 08-16 - 90 AMMO. ..MA 2. 3. 1 5. 6. 7. 8. I 11 1 1 I l 15. Review the following City plan submittal: 20. - Landscape Irrigation - Moving an Oversized Load Sanitary Side Sewer TIME 2:30 Hauling (2,000 Bond, Cert. Ins.) 2 1..1 I Y VI. I UISVVIL/N ~ ' APPLICATLCN CHECKLIST PRE-APPLICATION FILE NO. PRE- APP - 020 -90 PROJECT' Chevron SITE ADDRESS :220 Strander BL PUBLIC WORKS DEPARTMENT 1. Apply for and obtain the following permits /approvals through the City's Permit Center: Center: Channelization /Striping /Signing Sewer Main Extension (private) Curb Cut /Access /Sidewalk - Sewer Main Extension (public) - Storm Drainage - Water Main Extension ater ain — Water Main Extension - Water Meter (exempt) Water Meter (permanent) -' Water Meter (temporary) Q 5 . Excavation (public) Fire Loop /Hydrant (main to vault) (private) Flood Zone Control (public) Other Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 4. Water and sewer assements may apply and will be determined during the utility plan review process. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. Provide Hydrological - Geotechnical analysis. Provide erosion control plan as part of grading /fill permit application. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized bench marks). 9. Provide traffic analysis /trip generation study for 10. Provide developers agreement for 11. Provide the following easements and maintenance agreements z* l..,. o rt• c `. P Ij { 4', al -40 ' [:. ,,, le r.6.' 1) 12. Provide water /sewer availability letters or certificates from districts serving your lopment. 13. Obtain Metro Waste Discharge permit or approval (684- 2300). 14. Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). Studies when designing your project and preparing your deve- 'I Iii 11 ecklist prepared by (staff): 1� c�. -. / v ( 'L you should have any questions regarding the permit process or would like to obtain additional rms and handouts, contact the Permit Center at 433 -1851. REAPP5, 1/90) Date e/ / `1G rr PROJECT :u SITE ADDRESS: 2.— 2.c.2 / DATE CALLED: c_S TYPE OF INSPECTION: �i� SPECIAL INSTRUCTIONS. REQUESTER: _---- INSPECTION RESULTS/COMMENTS:,- 0 K T 0 F I- A/ A INSPECTOR: . .. - , . ■ ..f larP DATE: '-- -- /.,- iitA Alit ilte 2tifRi∎ ti:> .AVViomitnrOV,V CITY CF'UKWru Dept. of Community Development - Building Division Phone: (206) 431.3670 ryY S,'.r`k'Gv.'� xiCf>P.rS!; hIh2�.:. ""G2."ir;' °arc �':��` # INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 �tBtYiF: wU'a'Y.;�v:G +vn¢+..J::eJa: ..... N ;1* CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: �! SITE ADDRESS: TYPE OF INSPECTION: SPECIAL INSTRUCTIONS: INSPECTION RESULTS /COMMENTS: INSPECTOR: !•vsx ;.-c�� x. v, r...,+ a..;. e�+ F.. e,::.>, r.., r+e a•...-::. .�•nv,.;aYrMr.:n:.'v,:.s,.wrp,: INSPECTION RECORD .bre ir)I-0 +9:tTit'.t I +u.xs•. :sYr. ?;Y; 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 �.. • ,Lr►ait •-Q 2 PERMIT NO. DATE CALLED: DATE WANTED: REQUESTER: PHONE NO.: • Off / DATE: �{ 3E 013 .r PROJECT: gi ! / PERMIT NO. ■ 6 '" MA DATE CALLED: --/ 6 -' / _ SITE ADDRESS: .. JO r ./ i ,,,_��' TYPE OF INSPECTION: r.///��.4 . DATE WANTED: ...- J -- W REQUESTER: Mitt PHONE NO.: - ' � r MEMO SPECIAL INSTRUCTIONS: INSPECTION RESULTS /COMMENTS: / 4,ii Ar _ , P ,era r � INSPECTOR: Alli � ,. . DATE: ' Tag^ L': '+� "., ^ti1:;.....'.ri; >`_,..,., r., >.t •r.x • xeR.v.- ar:r. CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ft INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Fy / / - , r . A 9.01 CITY OF TUKWILA Building Division 6200 Southcenter. Blvd. Tukwila, WA 98188 433 -1845 Permit No (1 Date 4 9e Job Address • .3 3 0 ,►. - -�:.l �- <� e.- ,A CORRECTION NOTICE The following items are found to be in violation of Ordinance Oa C..... and shall be corrected. i i) /?,„.- . '7-u... „ 4 Pr•-- �',. . 1' / d s' .a-^"1%' ; .� r • c r . p4 yi . 1, C ° f !a 1.l a.,. i* f ,•1 ,' . G.. f� ,s AP (......" r"' f, ` /` f r frt // :. `r'// 7;-•% (.) Y C'. .f. °' S• ff t > �+ ,r' r .s �. Signed • ,' ' -; r r •�fa z ,. Building Official %Inspector . • "X" REQUIRED INSPECTIONS - . PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431-3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 g 7 Framing 431 -3670 8 Insulation 431-3670 • 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575-4407 x 15 PLANNING FINAL 431 -3670 x 16 PUBUC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) CiTY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 220 Strander B1 1:SU1LUINti YtFIMII INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING PERMIT NO. ('-I J5 DATE ISSUED: PROJECT: Chevron J- -I� CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS 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 undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAIUNG - Prior to cover. 6. MASONRY CHIMNEY - Approximately mktpoint. 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 dear. 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. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296-4732 Electrical — Washington.State Department of Labor and Industries — 277 -7272 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 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. CW14 FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Project Name ( At'' ✓' -- Address f;" TUAWILA FIRE DEPARTMENT FINAL APPROVAL FORM • / , Retain current inspection schedule Needs shift inspection Approved without correction notice ! with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre Fire: ' Permits : Gary L..VanDusen, Mayor Control No. Permit No. Suite DATE 4/- 23 -- ` J/ FILE NO. 9/-9.3 PROJE T eih e.y/,e-e,d ru CliArii 47 ADDRESS 220 .srig,9A)a ,17 /3/ vp BLDG. PERMIT NO. / 75 ' 9 OWNER WE - 6 � 7 2 TEMP AT AT AM PM ENGINEER ARCHITECT CONTRACTOR . 4 .ffr_/sre .P A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED 06) 881 -5812 FAX (206) 881 -5441 'FIELD REPORT TO: 2 ../ /L / ATTN: /c 2? e y R us Ltl.4 y GLioe7,•, 0 929 e 7 INSPECTION PERFORMED: O RESTEEL L' CONCRETE O MASONRY UCTURAL STEEL ELDING 0 BOLTS O OTHER SUPPLIER MIX NUMBER CYLINDER REPORT NUMBE SLUMP ' CONTENT YES ONO ABOVE ITEMS WERE IN CONFORMANCE WITH B PRIOR REPORT N° 4317 FR O FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS -OTHER L.: gif/P, P O CONCRETE 0 GROUT DESIGN STRENGTH NUMBER OF SA CAST TOTAL - . DS. PLACED C. ICRETETEMP TIME NG DEPARTMENT APPROVED PLANS. Date or Plan Number COPIES TO' TLY- W tq - S • / INSPECTO A.A.R. T L O � t' ORY, INC. SIGNED: 0 MORTAR . . . i.,--- 1 . FC R ( AP I aLd.i DATF IME:r i d s , OF Or I I 1 A / I 1 Ce 1 // 5 PHONE r. 4.. RETURNED YOUR CALL ' EASE C A-EA JOE NUMHE EXTENSION NIES, AGE i ■ . IP A 1 - -..-4 4 i I LPN • A A , " IllffEci)i, '" — FOR ■ 4 ctd V A ., i 1110/11111Mi, "MINA <ie) SIGNED TOPS . r £4 WDATE TIME M OF PHONE AREA CODE MESSAGE M F PHONE MESSAGE SIGNED OF PHONE MESSAGE AREA CODE NUMBER EXTENSION AREA CODE ED /4L ka DATE -ce NUMBER EXTENSION .., 11"'11•114 1111 = LiNfah 5.11. TOPS TIME TOPS TOPS 4 144 V 1 eNED RETURNED YOUR CALL t....-PL-LICSV CALL WILL CALL 'AGAIN • CAME TO SEE YOU WANTS TO SEE YOU ' FORM 4003 PHONECALL M W I 11111 PHONED RETURNED. YOUR CALL EASE CALL WILL CALL AGAIN CAME TO SEE YOU WANTS TO SEE YOU FORM 4003 (PH ahltEi 'HONED: • RETURNED 'YOUR CALL' ASE CALL WILL CALL AGAIN CAME TO SEE YOU WANTS TO SEE YOU FORM 4003 (PRONEICALL) RETURNED , y R CALL., PLEASECAL4 WANTS T( SEE YOU' I DATE: qi / 7 Name of pe7on(s) cont cted or in contact w Organization (offic ept., bureau, etc.) . Location of Visit/Conference: SUMMARY: t CONVERSATION RECORD MAN WE WED THU FR?I SAT SUN Y am,: TIME: TYPE: ❑ Visit ❑ Conference Telephone— O incoming AM. P.M. 0 Outgoing 4 —arxx)XIs<k/ rr d.02° ,o th2f"r s tze'.da; G c,p,to ; .4-4,e,/e/z(‘2 %et- y C(.2/5 "z", a )7 /2thoto e.,7/ ze15 zata .e/y-xda, ‘1472. / a&e (1-r /-teet a e Oa' e Y d /is . Telephone No.: FOR OFFICE USE ONLI (p • 6' C /'i?e% v ! "�+1•G k('�/f'! /4/ 4 T ioete !i l 7 r 1 / '74 i Rx.2, a ei` red-7 h e zv /( €t', e ier` _ r 4) M zo2/‘ /e. eece c-:, ‘6 teeib.cit,d 6 ateet 6 7,/,01,Arcieeper ,%7r /-0)-1 /76- /1.4v cA r 'Ircjree G(9 eyui-ete 4:07 1 , 4, aY e czater: i Ca& /7674 ceD Al c &.,1ee all77 `( :gee e' " lid. iq /l/7l( a ftze, 44a ed '/Ia -P , / f1 tue / 41 Dajp: v pr-{ "P E YDU{� it � A�aEA OE XT . SION MESS G 1? .� L�HR � ju A, � E�.l�► r/!�1� Y A; M. ri pply: V , �aJ GAIN '3 WANTST0 YOU '147/4 . :. ; � f � SEEWOU .: attriveti C") ATE TOPS FORM 400 a ! '. t. s=ore .. ra p l' DATE: 3 / /r i er/ TYPE: ❑ Visit ❑ Conference Name of . o son Organ zat on (o ce, • ept., • ureau, etc.) Location of Visit/Conference: SUBJECT: SUMMARY: 2 ) cunt: cted c D In contact w you: 74PL5., MON TUE WED MU SAT SUN .41 1CONVERSATION RECORD TIME: Telephone — 0 Incoming 0 Outgoing iee-e/2.5;119 . ,Zee: Gf 7X' A.M. P.M. “��� ___:_ ' tih .etf � 5 /4 1 ?ea s10 f - /13.4 , Telephone No.: FOR OFFICE USE ONLY -7-19- lim rI - 4' . • •� 1 WEi. � Vi a,' . ; $ Y ' •..t. ;' ,.;�t I , 5 1-.4 „- $- .• ..! 1.: ; • BIONATURE' ;'HW o 7 t: ISSUED if DEPARTMENT OF LABOR AND. INDUSTRIES_ y CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #90 -396: Chevron 220 Strander B1 PHONE # (206) 433.1800 Gary L. VanDusen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOMp PART QE THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (0 . 1. No 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- 4722). 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 (277- 7272). 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), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 8. Barrier Free Parking Stall: Parking space shall be identified by a sign centered from 3' to 5' above grade, at head of required space. The sign shall be marked with the International Symbol of Access and shall bear the words "State Disabled Parking Permit Required ". Chevron Page 2 .Validity, of Permit. The issuance of a permit or approval of plans,' 'specifications and computations shall•not be : 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. PLAN REVIEW COMMEN' o PLAN CHECK # k PROJECT . , ,, JEti ki REQUIRED INSPEC'TiONS J V Q V � 11 51( (9° c -f; g t k �t 4T1 w vi 111 i i. w � �' a- P to dic 4:0 . tie 10. 12 Readily accessible access to roof mounted equipment Is required. 13. Englnesreed truss drawings and calculations shall be on she and available to the building Inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 0 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. 1 ts. 18. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plane and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Coda (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 0 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 ling County Health Department, 2984787, 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. No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (298- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and industries and all electrical work will be Inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plane shall be posted at the job she 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. All structural concrete to be special Inspected (Sec. 308, UBC). All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sea. 306, UBC). All high - strength bolting to be special inspected (Sec. 308, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet In length. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform *bitty with recommendations given in the soils report prior to final inspection (see attached procedure). F1ra retardant treated wood shall have a flame spread of not over 28. 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. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special Inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special Inspected. 0 All wood to remain In placed concrete shall be treated wood. ?3. All structural masonry shall be special inspected per U.B.C. Section 308 (a) 7. 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 shell be valid. 1 Footings 2 Foundation 3 Slab /Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney Framing i 7 8 Insulation 9 Suspended Ceiling r 10 Nall Board Fastening 11 i 13 12 ' ._._ 'i 14 FIRE FINAL ' 15 PLANNING FINAL ■ �� y 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN REVIEW COMMEN' o PLAN CHECK # k PROJECT . , ,, JEti ki REQUIRED INSPEC'TiONS J V Q V � 11 51( (9° c -f; g t k �t 4T1 w vi 111 i i. w � �' a- P to dic 4:0 . tie 10. 12 Readily accessible access to roof mounted equipment Is required. 13. Englnesreed truss drawings and calculations shall be on she and available to the building Inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 0 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. 1 ts. 18. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plane and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Coda (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 0 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 ling County Health Department, 2984787, 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. No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (298- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and industries and all electrical work will be Inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plane shall be posted at the job she 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. All structural concrete to be special Inspected (Sec. 308, UBC). All structural welding to be done by W.A.B.O. certified welder and special Inspected (Sea. 306, UBC). All high - strength bolting to be special inspected (Sec. 308, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet In length. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform *bitty with recommendations given in the soils report prior to final inspection (see attached procedure). F1ra retardant treated wood shall have a flame spread of not over 28. 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. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special Inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special Inspected. 0 All wood to remain In placed concrete shall be treated wood. ?3. All structural masonry shall be special inspected per U.B.C. Section 308 (a) 7. 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 shell be valid. DATE: 5 1 /2 / 9/ TYPE: ❑ Visit ❑ Conference ❑ Telephone— O Incoming OOutgoing Name of person(s) contacted or in contact with you: Organization (office, dept., bureau, etc.) Location of Visit/Conference: SUBJECT: C CONVERSATION RECORD Mt7N TUE WED THU FRI SAT SUN TIME: d, A.M. P.M. elephone No.: FOR OFFICE USE ONLY fr:;./4 (.07,7/.4 i p • M f; Pit./ OA K. JA N6 tit-LX GOMrAG f W1 \1 , u E 1.iONYMLJ.5 C.0 n ENL: A,` Ac'r /JAc uAf:% OLYMP aLtZD Ot elV WEE . ihrnEx.taMCR f ZaaCe (1).2x2 4 STAXM NrIz `.� rieNL( Mawr) scw St kab rnzx MAILF VI Ial 12.64 CALI' °J:Ut win 1105r WAIN. \` \) t1Jiy 7 9/ 42 / 7 / d8 5!0 7/(33/3 PHONECALL FOR PHONE AREA CODE M AG J /&- c '-8 G t,WJLLCALL: un de 4 wzgla LEe `: Y1 ,�/ 70`: t�l O r PS FORM 4003 74-140-4 EXTENS • METUFANED, £yOUR :F J. "" K, ; "'BALL TOPS FORM 4003 PHONE AREA CODE NUMBER EXTENSION MESSAGE a Name o person`) co t e) or in contact withru: MON TUE WED MU FRI SAT SUN TIME: A.M. P.M. FOR OFFICE USE ONLY DATE: v / TYPE: ❑ Visit ❑ Conference Organ zat on (o ice, • _ st., •ureau, etc.) Location of Visit/Conference: SUMMARY: Signature: ir CONVERSATION RECORD Title: elephone No. �( 0 7r- /- ea 7 33/3 Date: MON 1UE WE!) THU � A.M. FRI SAT SUN TIME: P.M TYPE: ❑ Visit ❑ Conference ❑ Telephone— 0Incoming 0Outgoing zat on (o FOR OFFICE USE ONLY Name of person(s) Organ Location of Visit/Conference: ••nta «:dorinco a� -.s:.. , /I ... rrll e, • ept., bureau, etc. SUMMARY: CONVERSATION RECORD Telephone No.: DATE ../) I /1 1 PROJECT NAME ADDRESS ZZo �f4Pl ��• C O N T A C T PERSON f9'642 PHONE 7 L " 41117 ARCHITECT OR ENGINEER leailDei'- -'"E -- tve'' PERMIT NUMBER PLAN CHECK NUMBER 94051 CO IA611�e-Aii n14) 11 A l °t 1504 • TYPE OF REVISION: SHEET NUMBER(S) 4 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * (If previously issued) RECEIVED CITY OF TI 1K WILP FEB 111991 PERMIT CENTER Dear Sir: C4 of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -396 (512) Re: Chevron - 220 Strander Blvd. -..... p.marmose.v. Gary L. VanDusen, Mayor September 27, 1990 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, 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 feet 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) 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBc 3314) (UFC 12.108) 3. 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.) Local UL Central Station supervision is required. (City Ordinance #1327) Remote indicator lights are required on all above ceiling smoke detectors. (UFC 10.301) All restrooms, kitchens, laundry rooms, boiler rooms or any room where there is apt to be moisture, shall have fixed temperature heat detectors installed. These detectors should have replaceable links for testing purposes. (UFC 10.301) Remote alarm and trouble annunciation indication is required if the control panel is not visible from the main entrance. (NFPA 72A, 2- 4.4.1) (UFC 10.301) Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life - saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Audible signal devices shall be installed to indicate a fire alarm condition. They shall be so located that their operation will be heard clearly, regardless of the maximum noise level. (NFPA 72A, 1 -2) (UFC 10.301) All fire alarm drawings shall be prepared by companies licensed to perform this type of work. Drawings shall be submitted to the Tukwila Fire Department for review and approval. No fire alarm work shall commence without approved drawings on the job site. (City Ordinance #1528) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 5. 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) 6. Fire lane designation required per City Ordinance #1398 and Uniform Fire Code Section 10.207 as amended. Gary L. VanDusen, Mayor 7. Removal and replacement of underground tanks requires a separate permit. These permits are issued by the Tukwila Fire Department. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. AUGUST 21 -1990 ALEX N. KOLLIAS CONSULTING ENGINEER / Structural - Civil 210 BOSTON ST., SEATTLE, WA 98109 (206) 284 -0141 STRUCTURAL CALCULATIONS PROJECT: CHEVRON U.S.A. INC. SERVICE STATION # 1557 220 STRANDER BLVD TUKWILA, WASH. MODIFICATION OP EXISTING CANOPY JOB #9017 RECEIVED CITY. OF TUKWILA SEP 1 9 , 1990 PERMIT. CENTER c ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural • Civil 210 Boston Street Seattle, WA 98109 (206) 284 -0141 • t • . t - e APP /T /ONAL /200, /Na a7 v"v OL/7"/4 / QS (� S /per S OF £x /S7 /NG Cf/NOPY ROOF' LO,4+0 S W /ND: BO M.P.H. xxPe7.5l1RS B L. L, = 25 Psp (s/vow) L. - 3 tt CRoo, , 6 cA*) 2a.7 a. 7 �v 26' (247) = 75 % ., 26.7(9.5)#. 7s( = GG/ om cc/ _ 2487 5S 2.c7 / ) 2=Z - 26.7 f 75(9.9g 667 = 78.2 M = 26.7(4)it 75(4) 707 0.N 70'7x/2 _ 9489 PS/ o �c /,e f = /364x /2 0.232 71652 / 3/>>/9.e9 Ns/ N. 4. b"' /X7R/Z: A = c C 9s =(7)0, 3,O/ J /6 RSA" L/PL/FT., - 6" Cy.7s= ,57)(/6) /9 PS.c T. L. 28 PS A E41? rNGjOAK6 --NO CR / /C.94 /cf/SC /A W r _ /O 2 .,c' O.C/ TR /aG4RS 7 4'x 3 x // AWN*" q =p / // d'iA. - I- O. //96 /ASSUME 9o° Co R/v.E'R S 6 = 3 j p/ =.Q ) 4 c (3) - 2x./ /7)C= 2.76; o;= 4- 2x.i/9Gr. 76 0 /9 (3x4)- 0.7cx3.7c)_ Nv ': z 3 /e6 3 S (3)(4) — (2.743. = /8c? by 3 (C.)(/) Cot/4CA' O{./T/? /46625 ON GR /P L /NES 2 sp,gc / '2 c, P 4' I 5.5 see SE'C."ti4t") CA' C ( 9 X /S77 ROOF PECK w //z /86 /6 / O.c. A446 GRADE p A � F 33 / kg/ 5, =.2 /4v •C7 NA/497w R /BS /N TE/YSION S Lt. 3 39 /N R /85 //v COQ / r .6(33) =/9.8 /43/ — 298 (5.7) = /3C4 ..s/$S /N TAWS'. JOB ''r 90 /? - C `VRON- SS 4 /557, 7'4 w.9. SHEET NO / OF 4 CALCULATED BY ,,�LEX N. K04L /R.0 DATE 8 - 2/ 9C7 CHECKED BY DATE SCALE r t . f PROOVC p i ACI➢L r: G Man GN 1 Pot O_, 'QE! 1 !Y. -77.9 4 ?3: • ; • 1 e 5f f l . 3 f C ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural - Civil 210 Boston Street Seattle, WA 98109 (206) 284.0141 JOB SHEET NO. 2 CALCULATED BY A. N. K . CHECKED BY DATE SCALE a • ( ' OF 4 DATE 8_2 / -9° 3 r • 3 GH fCk Gt/TR /w E/2 S GN 'R /G G //v S (A) f<B), S/'AG /Nc co 2 a c CSC S.e•U. "s") ,5 ' //v s / >4 cr/o/v cook ,DR .9v,0/7-/0nr14 ®A,pr A/ TES 4/S16' NC w ROOF . •/PAV,E" FOR' 7W /9P0 /7 40,9 M /A/a TRANSFER NEw . -9,0f 7'.' e is,' FRAVe /9N0 6X /ST. COG'S. 4 = SS A e.,= /22 %.f. D -3 /-� 622‘ We 0 w 4 2G' R, �R /22(f> 56= 2/29' /► 56(:%124 /22 (1A) 21 l^ 9./ /3x/2 /4.8 ks / - 27:9 /ts/ o/t l 4 s i4 , F P 56 /c.5' �5' 4e /c 309 7'. A7 = /22(24 � ) — //96 = 9 // 3 .--- ,I !/ six TS x 3 7 t//3 GR.9OE� $ = z4 /Nj F i r 4G •S/ F=Zq.C/CS/ Q -2 2/29 r W= /22%.F.• t 2 3 5 - 3434 � ?•S , /6.T` /4-.5f — A1/3= 2/2 f /22(75 >r %2 ) = /9 399 -'ceNrrrce MA7/ / R _ 2/9__ t/6.5� i _ 5226 3 - /6. 5' W= 2/2907i-/22(48= /0/ /4 R /O//1 -. 5226" () _ ..-3 3 8 //Pt TS 8x 4' xX " s'= 3 XS/ _ /9399X/2 24c60. Ps/ <2yC /cs/ O/c. T6 //.3 M i' ti 22c (6;59 2 8,71 3 ----- 7—Ay rs 8x 1.f Mix 1 = 2'2 7 3x/2 • 3'052.9 PS / >,27,C ,Kr/ /V. 4" ---� //.3 Y6� _ 2S.'Y43x/2 = 21 9 Ps/ C27:G' A's/ OK 3-6= /3•S S �' 4Js4 TS 8x 4X Ws 75 L w: ti at 5.51 z6/ 11 6-.5.1 ,fir /3.S/N PRODJCT r P Aeon ssi Wci 1 usi OV'f 100.001 ••04 '0.. 1 Ptt • CO Y!,05. ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural . Civil 210 Boston Street Seattle, WA 98109 (206) 284.0141 /O = - 338 - /i 33805.5)= / , s 4'Cr /ON dSI T58x4x / /3-3 - E)e/ST/Na �Y /N SDECT /ON 7-/./e Lo/90 /wc A , -4 is aPi /pr' % OK C,YE - CK A/O ' /T /O / //9L GRAVE tY LO/f'DS ON E'x /.ST. Ct445 42.0 L.L. =fib (5Gx4x2) f- 2 .. 4200 ~ /coL. re/e DteCK J 6 /$2/ O•G " /s6x4xa) - 3f26X9x2)7 3, 2S x3�9 i c2 )yt( /9.oPx48x2),F(23.34R x3)= L J ore.lC' S t1 /341 G24 t 9o/ t /82C f /8Z/ a1 /Boox .-_ 207 'cot . E X /ST CRNOP WB /GN T t. t.. =(25 )445 ?e26 d 3 2O0 v e K Srewer. 12, Z, = (31")( 48x2 -) «9948x26 = 8736 o/z 87.?6( = 2 /84 /cot . /V'EWI Ci9/VOAy 4.o 4? ) //v. Z. 4200 Y 9 800 = /2000 /cot. Q, L, 20'797i. 2/84 = 4263 % -oz. 7r,r9L /626 3 " /cot, L09rE/P/ dES /Gil/ /c'.9 Se/e9 • 42 oE't'A S C,4'4/< A /o #G. 11-w //vo JOB - SHEET NO 3 CALCULATED BY 4'. A' A. CHECKED BY DATE SCALE r 6 o.e 3/200(/) 78 07 % o.z. W /NO / . /6"(21W 84 1.,e PNO_ • o84 <TGJ() /8 4"x /Sr. coL'S (2) /O SC//. 2d O.D. a /0N5 ~cc L!- .25'" (4) rntx/cc s .� /o.kr- 2 2 5 ] . - /0.26, 2 6 , 1 : 3 6 S _ .o 9e/rr fS. Lio.2s1 2 /, /6 /.v%04 . L 3;7/ /.v /coa 4 /9 3/4 /O.7S). (/p.26)] 8.24 /,v 2 X / /03.5 3.7/ -' ' _ o,- D -, OF 4 q DATE 141 /.. J° 1 /Z4- K coy PAOOJCT 705. Nehii 'r.; G' Via 014 To Out' Pr'u.0 TO:t 4000 bX 2:s ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural - Civil 210 Boston Street Seattle, WA 98109 (206) 284.0141 w .. C /14 E'X /S T. te- �"C 3 JOB M _ 0.5 96 = 9, 4 4 / W /-V0 /73.5 ---4- = /2. 6 k / 5. r Op 4.6 > Z O g 7 r • t, a .• • • • . SHEET NO. 4 CALCULATED BY 4M ,<• CHECKED BY DATE SCALE 3 6 OF 4 DATE - 2 /" 90 t 4i9 7' . /■?/5 7 Z OES /GN �COnrT.� 7' 07 ,h N 0. OF COL'S S /c' = /2 > 4. 26= ae O? e 8 . /3� o t, P 2 w n, = /. /8 0,d2 /.. p. 5'9 �coL , d 2 8. /3 = 0. 9,97 , 4S/ 8.24me foE ; 0. 079 <0./5 /C = o.6 2/. KSJ 4 " ; S. 35 / S/ 2 /. / /9S50M.E T SD /G W /2000 pSf' /3E/9/ //VG /50� L / DisPT/y 4N7"4"",2.4L /96,47 ? /N' = aX /IV = 300 /'SF /iY OF DEPTH (S0/4 E 44 C. 2 •a f ,c- r Nord. .4) PRODUCT lip 1 O K 7 e 3 'FA — 4. F 6 ; 0.079 I t 0.25 z .32? < /.© on Fa. 6 it x•4 K 4 �P & /4'O /? OW r!/RR// v (- coc /,C A 4 ! p 7/� d_ / 4:2 XOARC /69 3.4 ' <-�' �a,,4-x /sr. y 4 ( -i r 5D /4 45-Ei9R//vC.y . ' . /6• p.2,/ ` 0.9 9 XSF' <2 /NSF '9 L'MED tt 2 (94) W //vo //N. /FT /coZ. = / 9'(5)(54��) �ls GC."1/1 47 L. = 4, 2 CD <Z s' 21.414 x /6 7460 Tat .'S /9C1; .(//Z. /For FO/gc6 ' '7G W /5-opx4x 9 Cc 9D44 - G 967 # 4.e leor. of COL' S. 2,OP T tog x.MutOI1 I ToOOI POW Tp3E FREE '- 67.-.:4. 6 AUGUST 21 -1990 ALEX N. KOLLIAS CONSULTING ENGINEER I Structural • Civil 210 BOSTON ST., SEATTLE, WA 98109 (206) 284-0141 STRUCTURAL CALCULATIONS PROJECT: CHEVRON U.S.A. INC. SERVICE STATION # 1557 220 STRANDER BLVD - TUKWILA, WASH. MODIFICATION OF EXISTING CANOPY JOB #9017 ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural - Civil 210 Boston Street Seattle, WA 98109 (206) 284 -0141 JOB j°. 90 /7 - C//f VRON• s5 '755'7. 7"4fKW /49. w■• SHEET NO. J OF 4 CALCULATED BY 6 ,9LEX N. /(OL.L /A C DATE 8 -2/ -90 CHECKED BY DATE SCALE t r• 0940 /7/ONr9L Roo.'/Na erwm✓ Dar /4 / S (4) S /O/= S OP EX /s'T /NG C9NOPY /QOOF L0.9.O5 W/ND: BD M.P.M. , E `B Z. L . = 25 Ps, (wow) ,,R /Z: c C9 9.. `( / / , �� I). L. = 3 .. ROOF Gs C/ UpI/FT.y1= C� C ' J( /�)�i= /9 "sic' T. L. = 28 PSF E.oRTN - /V 0 CR /r /CAL p, Sc/A) W r = /0 • O,C/ TR /GG''RS 7 •4 3 x // GA. - Ov6R //AN4 -9- o // G.� P. -- = O. // 96 /PS. s • o co R/vd 6 = 3 / p/ =.1 � 4! (3)- 2x. / /9C = 2.76 ;e =4- 2X.H9C: C /Qs(3x4)- A7GX .3,7L) /.GZ /H z 5 C3)(42 . '16, a _ /89 /N (C')(9) / sp,9C /MC, 2 .8 O.c, Csee SE'C. "A // ) P C//EC/C oa TR/0 GER g d/V GR /D G /NES C) ?(a) /o X = /e0.6); 28 =75 26.7(9.5)4- 't5( ) _ 66 / OR 5:5 , 2.(7 � =426.7 f 7'5 7 66/ 78.2' 1 7'(4 f = 26. 7(4) r. 70 7 /-44 fi = 762/7 x /2 = 4489 PS/ ex /. 8 9 C//EC/< x .5 77 RooP Otc`c,r w /R /•BS /6'2.C. A446 GRVPAPA' " A; A zt. ?53 'kg/ S =,232 /NFi'C/' W /4rN R /B /N TENSION = .339 /.v7 .. /, Ras /N COMP/. F6 .G (33)=/9.8 KS/ N /. X M - 248 (5.0 = /344 R/es iv re iv s. f6 ,= /36 4x /2 = 70, 66'2 "Si >> /9.8 "5/ N ¢. a. 23 2 4' 2484.,4, u1' 5.5" 2i CON r PROW:' K'-i AtirU • Con'.. 'Ant Pt's Tc s• c•:'.E '... r %E6 1 57 Ji; t . ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural • Civil 210 Boston Street Seattle, WA 98109 (206) 284 -0141 .fvd'CK O!/ TAYr. GiS S ON 'R /D .. /,v .5 (A) 1 '(8), S,'9C //vq 2 c (E sec7. "g", /3Y /A /5 /10 MOO G. 0R ,9o©/Tio,v44 emiO ,_ ?Ar /C.5 4 /C.5 USE _4. W /f'. At�O /Y /O i I 4.Oi9 ,2 /Nr. T ? ANSF ER NEW G o ?O� JL7 EX /ST. FR/!M£ ,94/,e) Co a- 6' /v_ /o( Z 4/0 , 55 4, = 2 8'(i >/ /O / 224.,. /e, ti R s /22C2. 55= 2/z9 /• = 6 61 . - /22 ( r //96 -11 /c 305, 2 ? /V = /22(24-> , j //96 = 9 //3 -- -. - I/54 7S 9X 3X E GRi9DE``"8" 5 S= zif /N F c .1 KSi F. 27. c Ks / l J. / /3x /2 = /q. / 5/ <22:9/ l 7.4 /3-2 P P i' w I t 1 182 t3 is'yC7.5 3' 7.5 /4:I' ; /f:;5 : 7.5 / – { = 2/29(9.5)7 / a 2 (p5 ) 2 % ) = / 9 , 399 cemv/reats 2/29 41= /22 X.A• N1 AN • ( I ' P w 21 ( I' 4 ' i 2G.' OK , - 2/29(%b t /6.$) #/z2( �P(f) = s22 /13 - /6.5/ w= 2/29(2) 1- /22(48) = /0/ /4 /9399x/2 - 24 coo / <2X4** /4-S/ / 5226) W 0 M { r : 5'226'0536L 28,7'93 - = '7 -/�t,y 7S 8x4x %4// W K z 8, 7 *3x/2 : 30, S29 AS / >27.0 /et, /►.4' - --)- • /I. .� 28,743x/2 = 25519 Ps/ <276 Ads/ 4-w JOB SHEET NO. 2 CALCULATED BY CHECKED BY SCALE DATE cta OF 4 DATE B 9O .�0 R c /O//1 52262) = 3 3 8" Pt /F 7'S 2x4x %" S= //. 3 k 5= /3.S //v ,c/sE TS 8x 4 x �6 corr__r.� PROC,,KTfi7•t AVOil G•on" Vnl tt TO0':r 'C..'PEE'tiff ^ c:' ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural - Civil 210 Boston Street Seattle, WA 98109 (206) 284 -0141 7 t 3 4 JOB X 90 /7 - CH4 1 R0.Y S'S."/4 T!/K14� /�C�9 wig. SHEET NO. 3 CALCULATED BY .4 /1/: A. CHECKED BY DATE SCALE / = — 338 /.//'.4 /Fr 3 S? (S- = / , Y /n/S/ 4 C r /O/V I/. L TS 8x4X �1 / e-5 E X/ sr/N Y /4/ s EcrroN 76 Gd/p0 /N/i x 8 -4 As LrP4 /0 A. c, t t i F V C/C .4 O /T /ON/siL �'RA V4'e" - Y 2 0,90$ ON EX /sT. C ©L'S ii2o0 Z. L. Z2 6"G >c4x2) It- 25(28 )( 4x27 ) .= 420o re, 4. .'o •/e on'CK = 90 i �� / O.G. _ Ii; aX4x2) 3�26x4'x2) , yi3.2S)( 34x2 , t(i9.0 E X18 " c2)- t ? 0 /C .. / L Fwlti/, Q ' %34.1 -I- a24) t 90/ t /82c f /82/ ; 7- /cRo0:9X7 = 207 0 . ,ex /.577 C ?A'OPY WE+ /cWT = (2 5 �c 4 8 i c 2 6') 3 /, 20C)" v er K Srfiacr A 0. G L. = (3 r x 48 2c) .4c(gx48x2c) = 87 36 A, dp/T g7Ja( /» 2/84/04 . NEW C,O,yc' Y 1.O/90 //1/CA L.4, = 42007e 7' 300 = J2000 %04. 0.,�. 20 #791 e/a4 263"/co. o �.c . 77or�4 /626 3' /coz. Lf9rE/?/94 OES /GN ..# re/e9 = 42" ot.;'p o,• 3/20o(7& _ 7870 ,i. W /N!" ,2 = /6(3.6 J(,% S) = 84 "4„c: P . o84 ( Ca )0) _ /8/1 x /sr. coL'5 (2) /o SC/u RC 0.P. _ /ON; w.9tc ze Tvp (4) 2 /o.ys- 225).~/a y =3GKs/ S . .0 98/rs f O"'9f (io.2s / 2 / /6 /N%oa . r _ VC/o.7s12+Cio.2694 3. bv� 4 _ i9 - 3 /.� /0.7 (,p.26)9 6.24 /NNoc. 2 /6x /2 = 3.7/ r ,C *w /No OF 4 Q DATE R" 2/ ..e_ /6' PAOOUCT Y'' NtO6 Van S'4" T C' o r11:7.1 1 0.t. FALL t ►ti Y's b ?S: ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural • Civil 210 Boston Street Seattle, WA 98109 (206) 284 -0141 JOB SHEET NO. 1' CALCULATED BY CHECKED BY DATE SCALE t t 3 < 9 t AA: k. OF 4 -2/- 90 DATE .447 7• A'/7Z i2 S /0N (c ©nrT.) To 7,94 Nc". CAF •OL's = S /2 >4 •0:26 = /6.2a o /V. 26%., 8•/3 /// _ COGS 4/8 Off W /ND 2 - 9(;.a 9. 44 K / came / e7 3.5' --.0 a ; /2. b'"3 /c s/ > { ° 8. / 3 = 0.987 4 ( 5 / r = o. a (3) = 2/.‘ K S� f ` 9 • 4 - 141 '. /2 5 : Z6 /< 5/ 6 2/./6 + 6 . 0.079 f o.E5' -,327 < /.O OK Fa 6 4 x4 X 4 oSE/' C'v4 TL/R/t/ //V (rwc ` , ) I9 sse/M4 5'OF 5 4. W2000 RSA" , ' /NG f /50 - 7 (t� . ,6 1 of EP, G.9 7"4'R.9L 6 //114 = 2X /5O = 300 ,'SF�i/ OF DEP7°W ( e.ro /4 rgaz z e/ B. C. 2 9.4 Foo r Nord,' - y> C // 4x/$r ,4" A b - c?, vA /ETA/ d= 5 d /L 6"Ei9R //V = 5 _0.07S<0,/ / X 1.25 K( / /8ox /6) __ c /6.2G 2 (e. 24) 8.24 .,2 3,44 / <-4 `c' E x /sT, oK — 4.99 /<SF <2 kS f?SSL/MED of< t C/< F 7' FOR L,// Z / FT W /NO /U/PL /FT /COL. = / 9'0'0 (,/'q> = = 90 4 4 Q. T eoe�s „ is , ,r c.9NO/>Y /�.L. S; co 2 v /6> t�5ox 3X 8x•SJ = -6 95 7 4;) ,Bo T. /9CT, cc ; 2,0 67 r V7 /5 S c ac) /‹: S. 9 6°° 4.6 > ' 5' t o ©s'S PRDDtCT$•, NCIid in: fi :K• V:si 3 i ::'":t•c «)qt':.: sr Ei 6i: PERMIT C NT R, ALEX N. KOLLIAS CONSULTING ENGINEER / Structural - Civil 210 BOSTON ST., SEATTLE, WA 98109 (206) 2840141 AUGUST 21. JOB #9017 STRUCTURAL CALCULATIONS PROJECT: CHEVRON U.S.A.`INC. SERVICE STATION # 1557 220 STRANDER BLVD - TURWIIA, WASH. 470IFICATION OF EXISTING CANOPY ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural - Civil 210 Boston Street Seattle, WA 98109 (206) 284 -0141 , 95C /,9 wr = 4 / 21.,c- R f2G. 7 , 76 -g 66'/ = 78.2 2G.?(4)7t 95(4) = 707' -* 0. /1 - 70 /2 _ -7489 /mss/ oK A8 9 M JOB ' 9011 C//4 VRON• SS ' T.J/c v /.i9. W4. SHEET NO CALCULATED BY KQL /A S' DATE .g? CHECKED BY DATE SCALE X 00 /T /ONAL /t200,&'/Na 1?7 - vvA , C!L/ rR/ 4 GE/PS 4 . /OES Ex/ST/MG G/9NOPY /QOO,<' L0,9,0 S W /ND : 80 M.P. fi. , EX POSL/,i?B �B L. Z. = 25 PS A" C wow) /fnAvz: / Q -T c C 9 9s = (' 7)0 )) ) J.. /c D. 1. 3 N (ROOF .0.6 uop/ir. z = eC� C 9 =(' :/�/ i ) (, �" = /9 "'sic' 7. t. 28 PSF o erN4 '),KE- - /va CR /T /CAL � I di/rR /GGeRS 7:0‘1.£ -4' c3 x / /G9. -.'v R /YANG 4 =0" // GA. - 0. //96 / 96 ~ ,'SSL/, e V o • c o R/v4R S it 6, 3 4/= 4 4 t(3) 2x./J' . 2.76, e3 2X•a9G•Mn /9 = (3x4)- <.9Gx 3'.70 = /.G wi 1 ,e I Z ' •y sc ,/ !' ---rf 3 5 ^ (3)(4) (2.70 = / egg by 3 (X)(4) C//EC.F oUTR /GG� ?S- ON GRID L /Nfs // Z ( 5Pi9C /A/ 2 (see Sec. % A H ) P= /cyz.c29; N 44 , e:v 28 ° <2 .67) = '7'S ..C' t 1 R 2C.7(9. d)5 5 C9.V ) 66/ a OR 2.C'/ = 298�.t: e 4 - 1 5.6/ c'/'C 6aC /ST, • ROOF.DEC/'C Wf%? /$S /6 A446 GRAPE ~ /i 2 32 /N w /o7N i 8S /N TE/YS,a.✓ =. 3 3 9 /N 7 ,. 0 0 ,a /8s /N COMP/. F6 .!e► /9.8 Ks/ �N 298 (5• � = /3C-1 ,w 7 = /3604 2 ^ 70 fir' r />>/9.e9 Ns/ • C. n • t ♦ w * . h ., • . • t. • , t - • . . . . - h n • OF 9 3 /k5/ 2 '7. Iw /!T. 8.1 f si a f I' Icy O s ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural - Civil 210 Boston Street Seattle, WA 98109 (206) 284-0141 t JOS 1." e !o1 7 - cA'pv4pW 5,5..166 T//icivWW /i/4 w•v, OF 4 CALCULATED BY A• N K . DATE 8-21-90 CHECKED BY DATE SHEET NO SCALE . • . CNE•G'/< Oi/T/e' /` ie s O N / N E S ( A ) 0 ) • S O c /Nq caD2 ( 5 L . c 3 7 U ) /O , vd a'OD /- R /3 /7"/ /NAL 10•Pr NO T6; vs .4' w •OO/•' ,c' / ?"•1E / - e 'we 49s00 /T /0A L.0 /?/, • 7/Z. .1/ Nf w Lo/9,of 722 EX/ ST. FRAME' /DNO £.K /ST. /o`e 4 •v) : 55 /.•, = ahe& f- /o. /224..e. T6� /3-2 2/2 9 G✓= /22 7.F. 13--3 � = 622‘; G., = P 4 'Hi • ET- 4 2G' R, R /22( z�/455= 2/29'1 = 5 5(7)+ /22 C•4 >1i.) // 9G'' Q a. = /22(249 ) //9G — 9 // 3 ---� !/SE `- / N V. / /3x /2_ /., 8 /cs / <27.9/'s/ O/'c M 7 o 226 (6-059 = 2 8, 7'9 3 Y = 26g 713x/2 - 3b, 529 Ps/ >27.0 ,ors/ !► ` 28,3 r3x /2 = 2 1 -5- 19 Ps/ <2'9:G ?vs/ P /s - ve7; s 7•13/T ?.5 ,•: ,' I •' /G,5' — Mf3 = 2/29�2.S.)f /22('. 5 >�/�)t/9,39.5 cm/Iners MAX __ 2 /z 9 C% �/6-.59�/22(24�=(/) - 522G 1 3 /6. 6"e W- 2/290 ¢ /22(43) _ /0//4 R /OV/1 - 5226"(2) _ 3 3 8 u/°oi /Fr - //s, rs 8x4x5 � " S. a. 3 K _ 3 /939 T _ 24a€ / <2,:e KS/ OK. //. 3 TS 8X4x7i' ©K 5C 7S� /C5' s /C.'S/ .2 5'. 4' rS 8x 3X 5•5 I GR#90E TO 1" d *S/, F; 27.4 •S P P cal � �7•S P P 4 :o 2 26"/ /1: G —0- arr Ts 8x 4 x 6 b = /3. /N F V ! • V V . l • I. • • V. V • . . I. V • V . . . . t . • L ' NE GO.ye ■ . L.4, = 42Co,' 9'F3oo = /200 20'790- 2/84 = 42G3 *. cot. ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural - Civil 210 Boston Street Seattle, WA 98109 (206) 284.0141 FArC /f.► = 4 2 ""'et-A; r =W/ ys)=t[io.27 = 3.7/ " ad. t?0. Mx26� w 824 /N%0‘. 4 2 Xx /2 /6 = Yd3. 3 7/ � r o�.. Cece.eCH OR ' p,-L ¢w /NO . I. +'t. Tl9TAL 0626 "AO .,D6 "90 /7- c/yEY/411iiC Ss' /S4•9; TWA1 WLl�r W.R. SHEET NO 3 of 4 CALCULATED BY 4. AG X. CHECKED BY DATE DATE A3"2 / - 90 SCALE I W1N'/2 /6C3.6*%y, *A.,.; ;L.= .084(5:)af) = i /8 -3.36 uilvt /FT - M= 378`%5 >= /859 ,e3>' ,..Vs 4 CT /on 4/SE 7 S8x4x %6 0 /57: cot's (2) /O"pe SC/l. 20 0..o. a /oN," •tc - .26 -fi )R r''eAC S I. 2(.'x5)= /0. y =36A s/ Sr. .o 98 /rt. f (o. V (/0.2527 2/,/a* /N�GOu . L /0.76" • m. F . . n I. . r. w s. n n• n V w ,8- 5 E x/ s7mN4 /3Y /N SPEC7 /oN roV LO/!O / • oc 5 -4 /5 UPL /PTY oK C.- VE'C/( .940 er7 c.v.94 CRAMrY LoAOS O/Y Ex /S/: C0. ',Teo L.L. C5' * �SGx4x2> r� 58 xRx2 }7��) ^ 4 20o %oz. Re e/. DWG' I( 'o/ /82 i82 O.L r 3 3(2Cx4 3. 2Sx34 9, tC /9.02xisic2)- F(2•'�• /3-117 a 24) 90� f /82c t /8196 /�'OOX� = 20 '�'9� oc Ex /rr c/9N©PY WA-raw 7 4.1., =C24" x 4 61 ' 1426') = 32()c " ore 3 /2004> r 7800 %az. * vas' n Srrar. c A, r O.L = (3x �48 24) «'4x48x2s) = 8736 oR 87'60) = 2/84 /cot. 1 ,7 .4 = /2'` scae P „m. co/V n . • Y t w • C ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER Structural • Civil 210 Boston Street Seattle, WA 98109 (206) 2844141 f e 7 7 . 4 e 7. '( L 7 t 7 7 4.•7'E/PI9L OE 5 /GN c•cwz 7O 9.L NO. OF COL'S = 8 / c , L = /2 > 4.26 = /6 OR /a. _ /3•'/ - 2 - ICOL, 2 W /.vp / d 3.S /`:S. 960p ; 4.6 > /. , 2 oS7 JOB • SHEET NO I CALCULATED BY / A"• OF -4 DATE P 90 CHECKED SY DATE SCALE ,. 1. 7 4 :347f 47 A "4 • 7 . , ---1► F: /2. 6 /ACS / �7 T = O. 98'7 /cS/ f , 6 :24 .,r2 • 0.079 <Q. / A6 4. d = l /1.25 X( // c ,'c) •_ 3 4.4, / K4.0 4 /S7; OK • 7 , F =4,6(36) = 2 /. i s� C `•�44X/z 535 l 6 2 /. /6 a 4. F ; O.07g t 0.25' = .327 < Z0 O/C Fa. C//EC'/� EX /Sz FrG 4X4 X' 4 4 ' P EP .40 R OvER TIC/RAP/A/ Owe, Coe: / - r ) ,9SSUN/k SOFT S'0 /Z. W /2000 PS F ae,lR /NG / / 'pF D6i ' 417 7 - 4-`R Q B6q/ Z. e = 2X /5O = 300 / /V ac- /roar nr Ordr - - 4> S0/4 4f3EE9R /A' = _ /4,'` _ - /6 . 2 C = O. 9 KSF' <Z A's", .9,rsep%9k (21S 2 (e. 24) .C//4. A' 74' A USG /Fr w //vv l/ot /FT /cot. • /916 - 6 . .34)4,) = 9044 t COOS GiP/Y44° Y O.L. = 4; eCO if•(2y126.04X /C 7`6S0k 3103 x•'S =- -c 95' 4. ,fo a•* c /9CT. ,(/R4 /FT Fames' = 2, Q t3 7 70 w' - k 4. z. 9 COO 4. ._. r, r . • IF 8 ., n • w • •• • • n n • r • w . • n n • w O O O O O O O O O O O O O O O • . • w a r 7• n • w • w • • n w 7 • 5 Plan Review PROJECT C .C� ADDRESS - z20 > � I , DATE 24 - , 9 O OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HT. / NO. STORIES FLOOR AREA % `' � 92 OCCUPANT LOAD C4 1. ij .�.1,1. EXITING REQUIREMENTS 1 1 DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION 64:4-e PART V, CHAPTER 23, U.B.C. W. S . E . C : W-Nr D _ cec ;19 1 --- PLAN CHECK NUMBER ri0- 3RlQ CHAPTER 51 -10, W.A.C. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: PLANNING DIVISION TIME* 2: 30 PRE APPLICATION FILE NCeRFAPP- 020 -90 MEETING DATE. 846-.9 CHECKLIST MAILED TO CONTACT PERSON (date)* STAFF PRESENT e Building (433 -1851) Fire (575 -4407) Planning (433 -1849) Public Works (433 -0179) Parks & Rec. (433 -1847) O Police (433 -1806) Permit Center (433 -1851) 0 Other ( - ) Et 0 13 APPLICANT REPRESENTATIVES PRESENT Contact Person: Name Rob rt Picard Address 1520 140 Av NE LITY OF 'TUKWILA PRE - APPLIC • : 1ON PROCESS MEETING ATT NDANCE RECORD 8 -17 -90 NAMES /TITLES Duane Griffin/ Building Official Matt Czuleger/ Plan Reviewer Ann Siegenthaler /Assistant• Planner Ross Heller/ Engineer Denise Millard /Permit Coordinator Company /Title Robert H Lee Associates sre 900 Bellevue Zip 98005 Phone 746 -4677 Others Present: Name Company /Title _ Address Zip Phone Name Company /Title Address Zip _ Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Application forms, plan submittal handouts and other reference materials are enclosed for your use. If you should have any questions regarding the permit process or would like additional forms sent to you, contact the Permit Center at 433 -1851. (PREAPP2, 1/90) F18-APP-020 121 IiAEE'PIMG DAIS: 48 I : ` SITE ADDRES BUILDING DIVISION CITY OF TUKWILA PRE - APPLICATION CHECKLIST 1. Comply with the Uniform Building Code, 1988 Edition. 2. Comply with the Uniform Mechanical Code, 1988 Edition. 3. Comply with the Washington State Energy Code. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, .4. Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be compete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. ❑ 10. Temporary erosion control measures shall be Included on plans. Normally, no site work will be allowed until erosion control measures are in place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered re- taining walls, and require a permit. ❑ 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special Inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified In Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. ❑ 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). a 17. Obtain approvals and permits from outside agencies: cEl ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (277 - 7272). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296- 4727). ❑ KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for s and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575-4404). ❑ 18. ❑ 19. 20. Checklist prepared by (staff): e e/ (J 1-< Date: -16 - ICJ If you have any questions regarding the permit process or would like to obtain additional forms and handouts, contact the Permit Center at 433 -1851. J PRE - APPLICATION FILE NO. PRE- APP - 020-90 PROJECT• Chevron MEETING DATE. 08-16 - 90 1 I 17. 18. 19. 20. REAPP5, 1/90) ecklist prepared by (staff): PRE- APPLICAT( )N CHECKLIST TIME_. 2:30 PUBLIC WORKS DEPARTMENT 1. Apply for and obtain the following permits /approvals Center: 4 Curb Cut /Access /Sidewalk _ Excavation (public) Fire Loop /Hydrant (main to vault) — - Flood Zone Control - Hauling (2,000 Bond, Cert. Ins.) Landscape Irrigation - Moving an Oversized Load _ - Sanitary Side Sewer ( SITE r ADDRESS. 220 Strander BL _ Sewer Sewer .__ Storm - Water - Water - Water — - Water Water - Other ' / v■ • • v. through 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to Center for plan review. Use the Plan Submittal Checklist provided application forms to verify that all the necessary materials and supplied. 4. Water and sewer assements may apply and will be determined during the utility plan review process. 5. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. 6. Provide Hydrological - Geotechnical analysis. 7. Provide erosion control plan as part of grading /fill permit application. 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized bench marks). 9. Provide traffic analysis /trip generation study for 10. Provide developers agreement for 11. Provide the following easements and maintenance agreements (cl • i r?r !7P C ( i r n 1C ' a,� - TG� eb / C.. c, r /J f(' l.t, , I:' 12. Provide wa /sewer a vailability letters or certificates from districts serving your lopment. 13. Obtain Metro Waste Discharge permit or approval (684 - 2300). 14. Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). 15. Review the following City Studies when designing your project and preparing your plan submittal: 16. (. ,b r .Y • vI1■T the City's burr a4- s Main Extension (private) Main Extension (public) Drainage Main Extension (private) Main Extension (public) Meter (exempt) Meter (permanent) Meter (temporary) be accepted by the Permit on the reverse of the information has been f I Permit Center: `7 /i'LQ Date , /4.1 deve- you should have any questions regarding the permit process or would like to obtain additional rms and handouts, contact the Permit Center at 433 -1851. PRE-APPLICATION FILE NO. PRE 020 - PROJECT. Chevron MEETING DATE. 08 - TIME: 2:30 SITE ADDRESS: 220 Strander BL rt.n,.Ll;.M .,........, ,1 1.,. /04.cr%. CITY OF T-' IKWILA PRE - APPLICATIbN CHECKLIST FIRE DEPARTMENT - Construction Information (✓� 1. The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) [( 2. Fire hydrants will be required. (City Ord. #729) [� 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a struc- ture; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) O 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for appro- val prior to being submitted to Tukwila Fire Marshal for approval. Submit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) Q 5. Maximum grade is 15% for all projects. [� 6. Hose stations are required. (City Ord. #1528) 21 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. L2( 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) [2(9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) U 10. Buildings utilizing storage of high piled combustible stock will require mechani- cal smoke removal per Section 81 of the 1988 UFC. [✓j 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. [r 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 21 14. Designated fire lanes may be required for fire and emergency access. This requirement maybe established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) ( r 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) El' 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed verticle clearance of 13'6 ". J 17. Adequate fire flow availability will / need / to be demonostr ated for this project. Q ✓ 18. /4 '7. %A 'i4?J "s /,rl�ct eeo .- a 4' 4.'. ma,M.ee Cc:era/ , � • / r e Oa9.te na+o .9-9e4/4 PRE-APPLICATION FILE NO. PRE - APP- 020 - MEETING DATE. 08 - - TIME 2:30 PROJECT: Chevron , SITE ADDRESS: 220 Strander B1 (l 1. Underground fire line from vault to riser a. Thurst block and rodding b. Type of pipe c. Depth of cover d. Flush e. Hydrostatic test f. Fire Dept. approved plans g. Materials and test certi- ficate 2. Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing (l 3. Underground tank a. Locaton b. Distance between tanks c. Distance to property line d. Depth of cover e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans 52i. Fire alarm a. Acceptance test b. Fire Dept. approved plans (l 6. Hood and duct inspections a. Installation b. Trip test Checklist prepared by (staff): (PREAPP4, 1/90) `TA_ CITY OF CIKWILA RE- APPLICATION CHECKLIST FIRE DEPARTMENT - Inspections (l 7. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit [l 8. Flammable liquid room a. Location b. Fire protection c. Permit [( 9. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width E2( 10. Fire doors and fire dampers a. Installation b. Drop testing Ef 11. Fire final a. Fire Dept. access b. Bldg. egress and occupancy load c. Hydrants d. Bldg. address e. Fire protection systems (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers tkvAW■ 12. Other a. 7A44 ,4 - b . �1f c. d. e. f. g. Date f! / -v PRE- APPLICATION FILE NO.PRE -APP- 020 -90 MEETING DATE. 08 -16 90 TIME 2:30 Boundary Line Adjustment Building Site Improvement Plan - Comprehensive Plan Amendment - Conditional Use Permit - Design Review Design Review - Interurban Environmental (SEPA) Planned Mixed Use Development Planned Residential Development GITY a 'TUt+CHVILA PRE- APPLICAON CHECKLIST PLANNING DIVISION - Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) [] 2. Obtain the following land use permits /approvals: Rezone Shoreline Management Permit Shoreline Management Permit Rev. Short Subdivision XSign(s) Subdivision — Unclassified Use Variance 2R Other jz rtcom4, %4 (M 3. Zoning designation: 04 Site located in sensitiove area? Yes XNo 14 4. Minimum setback requirements: 20 Front lo Side 1(5 Side _24_ Rear CI 5. Maximum Building Height: Height exception area: ^ Yes — No Tg 6. Minimum parking stalls required: ,5 II/I Handicap stalls required: J (_ 5 s 1is min) [I 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact staslls are permitted, although no wheel stops prior to hitting the curb will be required. g 8. Minimum landscaping required: 6 Front 15 Side 1E5 Side 15 Rear g 9. Landscape plans must be stamped by a Washington State licensed landscape archi- tect. All landscape areas require a landscape irrigiation system (Utility Permit Required). El 10. Roof -top mechanical units, satellite dishes and similar structures must be pro - perly screened. Provide elevations and construction details as part of building permit application submittal. 0 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. El 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. 14. cg'/!aye jkiC' S/ cO7 .4 57 /? Cede • 15. Q 16. Q 17. Q 18. El 19. Q 20. 21. Q 22. Q 23. E] 24. a 25. r z z cc JOHN JOHNSON, A.I.A. ROBERT H LEE & ASSOCIATES 1520 140th AVE. N.l., SUITE #200 BELLEVUE, WA. 98005 (206) 746-4677 II I II 1I I'! I � I I I I I �II(+ IIIIIII . Ill llt�l`I:IIf�I�IIIII 0 le THS INCH 1 2 { 3 () 6Z eG LZ 9E 9Z Imhnillnili111 Milli ti1i1 1JiO4,)11)In11 CHEVRON CONSTRUCTION REPRESENTATIVE STEVEN PISTORIUS CHEVRON U.S.A., INC. .1301 5th AVE., ROOM #2900 SEATTLE, WA. 98101 (206) 628 -5812 IIII1 I1I 1 111111 '11I1I[a1 (IIIEI11 II , III 11111 1t111 . I it 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is dud to the quality of the apriginal document. IIIIilIIIIIIIIILIIIIIIi iIIIIIIIIiI1ILIII 10 11 IN OERMA,Y 12 Ze to nz Bt 8t Lt 9t 9t ht el Et tt 01. 6 8 G 9 S fi C z t ww 1111 {( II1111 ,i1IIILI1 I111 ►I1I�1I ►�IIII►1111l 111111► If ►ll111111 ►111,111111! ►�I1111111,1I I 1 1 I , t 1. 1 11 .• 11 1 111 Illll . 1 ... 111 .. (I 111111 11111 ( 11111111 .11111111111.,11.�lII111111 11 111111111 111111111 111 � . III I I i .).. ... -...) ,.. �v.: ....,. , 7'ta v s, .... .. 7., .F r }. 4 nYn'lr. �� • Sc?; r � ,S 5...5J. ,¢_, ,C, f3.. .} 1 ,'+[ �.� ::f, . .... ...,. ..,... ... .. .. a..._.:...y... �. .._.�... /.. _.,.-- .�_:.... ....._.. Fb _..,d;. _..., .:r_.._....�.._r....fa7........ a.:I/t +...r,c71:�:a.�_......_. �.. -.7rv. . ., �. .. .. ,�... . - ., _... .r .; TERED HITECT DRAWINGS I88UED FOR CONSTRUCTION RECORD DRAWING Mal ROBERT H. LEE •& ASSOCIATES ARCHITECTURE PLANNING rNGINEERING 1020 140th AYti. N.G. SUITE 200 • 9EtLVAA. 1191 C/IQ0 • (200) 745-44n 0O1111 t JOHISO ARCHITECT • f1{ 0 C RE.t "510";5 VICINITY MAP SHEET INDEX Chevron U.S.Q. Inc. Marketrg (peratiefr ':i:attWe 1 TH ST ., s N 11 _ .L htl _s _ S IiAQ ST } COVER SHEET la: la V , Ali iJgINJI.. FILE COPY SRA0001H DATE: 9///c/0 Ch, 5 J, K. APF, �rN,' .f; A✓'...0 J.... :ti4 '>,6.....:v ..yG. .: - r.ft.:K %i '{++MNifY M+Y- 'wM +��'�7 h.AC. �:... . n ='sr? DATE APPROVED RHL ARCHITECT Market • er 1•11110J4I i ng Operations Seatt e SEPARATE PE,RMIIT AND APPROVAL REQUIRED ZONING: CP APN #: 262304 '-9 104 1 COVER SHEET E -1 E -2 E -3 E -4 E--5 E -6 E -7 L -1 'LANDSCA PLAN SITE INFORMATION S -1 CONSTRUCTION SPECIFICATIONS S-2 CONSTRUCTION SPECIFICATIONS S -3 CONSTRUCTION SPECIFICATIONS CANOPY MODIFICATION PLAN Date. By A -1 SITE PLAN A�2 DRIVE SLAB PLAN & YARD DETAILS ,A-3 SALES AREA FLOOR PLAN & ELEVATIONS A -4 CABINET PLAN A-5 SPANNER ELEVATION & DETAILS A -6 SPANNER DETAILS I understand that the Plan Check approvals are Subject to errors and omissions and approval of plans does not authorize the violation of qty adopted code or ordinance. Receipt of contractor's copy Of approvy i plans acknowledged. • - 8-qj Permit No (P ;! WIN MU MONO F -1 TANK & PIPING ISOMETRIC & DETAILS F-2 PRODUCT TANK, SECTION & 'DETAILS F -3 BILL OF MATERIALS, TANK SLAB PLAN, SECTION &DETAILS F -4. DOUBLE -WALL PIPING ELECTRICAL FLOOR PLAN & LIGHTING PLAN SINGLE LINE DIAGRAM & PANEL SCHEDULE ELECTRICAL SITE DETAILS POINT 8 CONTROL PANEL CIRCUIT FLOW DIAGRAM POINT 8 CONTROL PANEL INTERCONNECTION DIAGRAM DISPENSER WIRING SCHEMATIC FOR MPD'S CASHIER CONTROL CONSOLE PERMIT CENTER CIA( OF W( VILA APP ROVED M+ _ : 1 a'; r� r w�M►�.ATrI �� B ILDING 1rl11I,SiON RECENED CITY OF TUKWILA SEP 1 9 1990 .•o EXISTING ARTIF1CAL TURF & CONCRETE TO. RE ' REMOVE EXISTING TREES TO REMAIN. ADD NEW LANDSCAPING. SEE SHEET L -1. Pm SAWCUT EXIST. A.C. --- -- PAVING ALONG THIS LINE w 0 0 0 1- O z a_ pz 0 0 tL 0 0 in (E) LEI rc z w rJ (1) CC r z 5 0 0 0 d 0 N to a EXIST. AIR & WATER ISLAM' TO REMAIN a. 0 a 0 EXISTING ELECTRICAL TRANSFORMER TO REMAIN EXISTING CURB TO BE REMOVED - - -- NEW STORE FRONT WINDOW SEE SHEET A -3 EXIST. KIOSK PUMP ISLANDS & DISPENSERS TO BE REMOVED / SELF ` s_ A NEW 3- PRODUCT DISPENSER 1' -9" (TYP, OF 2) w m o IT 111 EXISTING (2) PHONE BOOTHS & GUARD POSTS (4) TO REMAIN NEW —' PLANTER CURB ADD NEW — LANDSCAPING SEE SHEET L -1; GENERAL NOTES NEW CONCRETE 1. CHEVRON USA, INC. CONSTRUCTION SPECFICAiiONS (MM.O.S. 243) APFEY TO ALL WORK PERFORMED AT THIS SITE PAINTING SPECIFICATiONS (M.O.S. 253) APPLY TO ON -SITE PAINTING AND COALING, 'PREFABRICATED BUILDINGS Net CANOPIES' (SPEC, RUI -HQ-4) APPLIES 10 OFF -SITE FABRICATION AND ON -SITE ERECTION BY S ItEL FABRICATION. 2. CONSTRUCTION MATERIALS" ASSURES AND PROCFIXIRES ARE TO FOLLOW LOCALLY ADOPTED BUDDING CODES AM SUPPLEMENTARY ORDINANCES. MEN A C'ONFUCT OCCURS BETWEEN SUCH LOCAL CODE MD INFORMATION SHOWN ON THE PLANS, CONSULT COMPANY REPRESENTATIVE FOR RESOLUTION PRIOR TO COMID1QNG WORK. 3. CONTRACTOR IS TO NOTIFY COMPANY REPRESENTATIVE PROMPTLY 1 STE CONDITIONS OR DIMENSIONS DISAGREE 11114 i1NFORMATION SHOWN ON THE DRAWINGS. WORK IS NOT TO PROCEED UNTIL SUCH DIFTERDICES ARE RESOLVED. 4. DRAWS, SHOULD NOT BE C_`. N.T.S. INDICATES 'NOT TO SCALE" AND THE USTE0 EA EHSON SHALL. GOVERN. NEW ROOF. ON EXIST STORAGE. SEE SEE CONC. SLAB \ EXISTING TRASH ENCLOSURE TO BE EXLARGED TO EDGE OF BUILDING EXIST. RESTROOMS --� TO REMAIN NEW 400 AMP 120/240, 10, 3W) SWITCHBOARD. NEMA 3R WITH f` A CT SECTION. } CONC. PAD DOR SW. BD. NEW PLANTER CURB SEE TENT NEW 1 1/2" P \OVERLAY EXIST TANKS TO REMAIN - - \ NEW FREESTANDING NT RISERS. SEE 5. DETAILS FOR THE CANOPY, MEMBER SIZES, CORINECTION DETAILS, STRUCTURAL CALCULATION, ETC. ARE PROVIDED BY THE STEEL FABRICATOR, CHEVRON USA, INC. DRAWINGS ARE INTENDED TO ILLUSTRATE THE SIZE, COLOR, MATERIAL AND FINISH OF THE BUILDING, AS Will. AS THE NATURE AND SCOPE OF OTHER KIRK TO BE PERFORMED AT THE SITE 6. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO TIE WORK OF OTHER TRADES CAUSED BY HIS OPERATIONS. THE NATURE OF SUCH REPAIR WORK MUST RECEIVE THE PRIOR APPROVAL OF THE COMPANY REPRESENTATIVE 7. F7GSTNG REACT SYSTEM TO BE RE- CONNECTED fo NEW MPD'S s 89' 45' 58" E 150.00' EXISTING PARKING SPACES TO REMAIN NEW PLANTER & LANDSCAPING --% SEE SHEET L - -1. NEW FIRE ALARM. SEE SHEET E -3 -- 400 AMP PANELBOARD - EXISTING ELECTRICAL M /MAIN ••e® .MM OIMPOMMIMMMMOMM mass MOM MININOMMIMMAIMMM _ •s•io N 89' 45' 58" W 150.00' STRANDER BLVD PLUMBING NOTES 1. ALL PLULIBiNG TO BE DONE IN CONFORMANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. THIS PLAN IS SCHEMATIC. All REQUIRED CLEAN -OUTS ARE NOT SHOWN. CONTRACTOR MALL FURNISH AND IiS.TAJJ. CLEAN - GAITS, ETC. PER CODE; 2. THIS PLAN iS SCHEMATIC ONLY. BEST ACTUAL PIPING RUNS ARE TO BE DETERMINED IN THE FIELD, 3. CONTRACTOR TO DETERMINE IF COSTING AIR AND WATER 'LINES ARE PROVIDED W/ SHUT -OFF VALVES. CONTRACTOR TO PROVIDE SHUT -OFF VALVES IF NONE NE OOS11NG. / 14'x9' • HANDICAP PARKING STALL. CONTRACTOR TO PAINT STRIPES & SYMBOL PER STATE OF WA. SPECIFICATIONS. EXISTiNG. SERVICE BAYS — -1 TO REMAIN EXISTING SLAB TO REMAIN EXISTING SALES AREA TO BE REMODELED. SEE SHEET A -3 / 11111111111 (MP PER MFG SPEgfiCA11CN PER MFG SPEQFlCA11ON PER UFG SPECI'CAI1ON PER MFG SPECIFICATION /10 110 1111 11 1F 111111 122 THYR1 2 0 c-► 1 r ING R :w BID C ONTRACT DOCUMENT NOT F0 :: CONSTRUCTION CONSTRUCTION' DO NOT USE FOR CONSTR. UNLESS DATED at INITIALLED 9/7/90 2/13/91 RI OV RJP CONDUIT NUMBER SIZE 6.4 ��® ELEQ ■ �� 112 MfRE11AY PUMP MOTOR PRODUCT-Y 4 3/4• 61111 ■■© ' PRODl1CT Z PUMP MOTOR PUMP MOTOR �� 3/4• '� - — 3 PROOUCTrM ■ �1 3/4 ► �_ ' °♦ Eli Cf ■D $ 3/4• 7 l0 ■ 14 . 15. ■ 16 ' ■ ■• 3/4' PULL LINE 18 3/4' %gal PUtt LINE 19 3/4' PULL I1 E (1 imo es 34 (36) (37 (38 ) ( 3 9 ) �o ) LA - FUELING POINT Q e DISPENSER NUMBER t J m i ISPENSER JUNCTION DCX x - UNLEADED • • • • • • , • Y REGULAR z - SUPREME AA m DIESEL CONDUIT TYPE NPVC DISPENSER CODE IMC ELECTRICAL LEGEND Egj tO$CATES CONDUIT TYPE OR COMM TO DE USED. UNDERGROUND CONDUIT RUN CONDIAT FLAG IDE llfICATk7N 25 S CON1(T SOMME No. MANOUIT STUB -'P HOC NA7J VCOS AREA 1101E RE WWI DOIIOARY OF N Ec AR11QE 514, MASS 1, MVP D HAZARDOUS AREA AS INDICATED. COND! COATi O1 CAB LE, GALV =1 Mille Xc mD y Q ?Y zc DZ AAC D AA Ctovras Chevron U.S.A, kc. Marketing Operations Seettle A REVISIONS I ca TEC TU P c.L HNI Sc EN TH I EE LNG A A C I 1520 140th AM IRE, sum 200 • eu1L't rrA, 2eoce • (20s) 7•1s -S/J17 UNDERGROUND CONDUIT SCHEDULE G 4 15 15 Ail CONDUCTOR T CONDUIT ROUTING NO. SIZE PER UTILTY CO. TYPE 1PR 1PR FROM [ TO G.T. CABINET PUMP MOTOR PRODUCT -X CASHIER Z -TANK AREA LEVEL SENSOR •t Z -TANK Y -TANK LEVEE. SENSOR LEVEL SENSOR Y -TANK X -TAM( LEVE7. SENSOR LEVEL SENSOR X -TANK AA -TANK LEVEL SENSOR LEVEL SENSOR CASHIER Z -TANK AREA MONITOR Z-TANK Y - TANK MONITOR MONITOR Y -TANK X -TANK MONITOR MONITOR X -TANK AA-TANK MONITOR MONITOR CASHIER AREA Z -TAN X MONITOR Y TANK • MONITOR X -TANK MONITOR CASTER AREA Z-TANK MONITOR Y -TANK MONITOR X -TANK MONITOR AA- TANK MONITOR SAMPLE 1111. SAMPLE SAMPLE NTERCOM J-8 CANOPY • LEIDEN TRADE & UL CAWIER AREA SEE CANOPY ' STYLE -:723 ELEC. CLOSET CANOPY 'J TAY iSEE CANOPY IICWDES 4 110 SPARES. ELEC. CLOSET ( CANOPY IREWAY SEE CANOPY ' INCLUDES 410 SPARES FUSED DISC. STITCH TELEPHONE SERVICE UTILITY COMPANY CONTACTS POWER PUGET POWER 620 S. GRADY WAY RENTON, WA 98057-0329 JOSEPH REMPE (208) 235-2937 SITE PLAN 220 STRANDER BLVD. ! UK tlYi ILA, WA. PANEL P1 RIDER SERMCE LATERAL SEE NOTE NO. 1 k 2. FOR PUMP POWER REMARKS DATA CONDUCTORS FROM DATA DISTRIBLITION CARET AND POWER CONDUCTORS FROM STMTER /OONTACTOR COX i4CIUDES 2 /12 SPARE FOR FU1URE CARD READS POTS AID 2 04 SPARE FOR FUTURE CARD READER DATA. FUTURE TANK ELECTRONC TAM GUARDING SYSTEM RONAN 'LS-31 TANK ANNULAR SPACE MONITORS BLEDEN #8205. SUMP MONITORS RONAN 'LS-3 RONAN VADOSE WELL. MONITOR CANOPY UGHTS/SPANNERS. CANOPY UGHTS/SPANNERS. RECEIVED CITY OP TI IKWILA FEB 111991 PERMITCENTER — EXISTING PLANTER TO REMAIN. REMOVE EXISTING ARTIFICIAL TURF & CONCRETE EXISTING SHRUBS TO REMAIN. ADD ` NEW LANDSCAPING. SEE SHEET L -1. EXIST. CANOPY TO REMAIN. EXPOSED JOISTS TO BE ROOFED. SEE SHEET C -1. CONNECT NEW AIR & WATER LINES TO EXISTING. CONTRACTOR TO VERIFY LOCATION. --- STUB UP AIR & WATER LINES UNDER VALETS AT FULL SERVICE ISLANDS FOR AIR & WATER REELS NEW DRIVE SLAB, SPANNERS & PUMP ISLANDS. SEE SHEET A -2 EXIST. ARTIFICIAL TURF & CONCRETE TO BE REMOVED. EXISTING TREES TO REMAIN. ADD NEW LANSCAPING SEE SHEET L -1. EXIST. DRIVE SLAB TO BE REMOVED SAWCUT EXIST. ASPHALT AT EXTENTS OF NEW SLAB AND REMOVE. MATCH EXISTING GRADE. NEW 4- PRODUCT DISPENSER. (TIP. OF 2) STUB UP AIR & WATER LINES UNDER VALETS AT FULL SERVICE ISLANDS FOR FUTURE AIR & WATER REELS REPLACE EXISTING SIGN CABINET WITH A NEW C -60 HALLMARK & L.P.S. SEE SHEET SN -1. EXISTING CATCH BASIN TO REMAIN. CLEAN OUT DRAIN LINE TO PROVIDE FOR FREE FLOW OF WATER (TYP. OF 3) EXISTING PLANTER TO REMAIN (PIP) /--EXISTING ARIIFICAL TURF & CONCRETE TO BE REMOVED. EXISTING PLANTS TO REMAIN. ADD NEW LANDSCAPING SEE SHT L - ■ EXISTING WATER METER TO REMAIN 13110111. ®4 m.e EXISTING STREET LIGHT TO REMAIN EXISTING APPROACH TO REMAIN. PIPING LEGEND PVC SCH. 80 WATER LINE, SIZE 3/4" A PVC SCH. 80 "AIR LINE, SIZE 1/2" f+ n 0 0 a O N , lC NORTH vermaraossmartvorammanit NEC HAZARDOUS AREA NOTES 0 A TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANK - FILL OPENING) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: Any pit, box or space below grade level, any part of whla:l is wtthin the Dlviaton 1 or 2 classified location. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: Up to 18 lnchee above grade level within 'a horizontal radius of 10 feet from a loose fill connection and within a horizontal rodlue of 5 feet from a tight 110 connection. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (UNDERGROUND TANNK VENT -- DISCHARGING UPWARD) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: Within 3 feet of open end of vent, extending In all directions. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: Space between 3 feet and 5 feet of open end of vent, extending In all directions. K: TYPICAL N.E.C. ARTICLE � 14 CLASS 1 LOCATION (REMOTE PUMP - OUTDOOR) OF CLASS 1, GROUP D, DIVISION 1 LOCATION: Any pit. box or space below grade level IT any part le within a horizontal distance of 10 feet from any edge of pump. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: Within 3 feet of any edge of pump, extending In all directions. Also up to 18 Inches above grade level wtthin 10 feet horizontally from any edge of pump. NOTE: CONTRACTOR IS • TO CHECK THAT COLUMNS, DISPENSERS AND VALETS ARE ALIGNED PROPERLY BEFORE PUMP PLOCKS ARE POURED. SEE SHEET A-2. CITY OF TUKWILA APPROVED TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - PITS) EXTENT OF CLASS 1, GROUP 0, DIVISION 1 LOCATION: Any pit, box or space below grade lever, any part of which Is within the Division 1 or 2 classified !meatier'. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DIVENSING 'DEVICE - DISPENSER) EXTENT OF CI ASS 1, GROUP D, DIVISION 1 LOCATION: Space claastfication Inside the dispenser enclosure Is covered in ANSI/UL 87, "PowerOperated Dlspenaing Devices for Petroleum Products.' TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER) EXTENT OF CLASS 1, GROUP 0, DIVISION 2 LOCATION: Within 18 in. horizontally In all directions extending to grade from (1) the dispenser enclosure or (2) that portion of the dispenser enclosuro containing liquid handling components. Space classification Inside the dispenser oncias - , t ': ^overed in ANSI/UL 87, "Power Operated Disp.:neing Devices for Petroleum Praducte. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - OUTDOOR) EXTENT OF CLASS 1, GROUP 0, DIVISION 2 LOCATION: Up to 18 Inches above grade level within 20 ft. horizontally of any edge of DRAWINGS ISSUED FOR: DA'T'A DISPENSER LAYOUT X Y 2 Y AA Z 0 AAA Z At ® Z Y i _ n � ' AA^ Z Y 0 Y PULE UNE TElEPtIONE TELEPHONE SERVICE LATERAL BACKBOARD SEE NOTE 1. ELECTRICAL NOTES 1. CONTRACTORS SHALL PROVIDE AND INSTALL CONDUITS AS SHOWN iN THE PLAN. 2. SERVICE LATERAL CONDUIT SHALL BE A: ROUTED IN Noll- HAZARDOUS AREAS ONLY, OR 8: SEALED IN ACCORDANCE WITH THE 1984 NEC ARTICLES 501.5 AND 514. 3. CONTRACTOR SHALL PROVIDE AND INSTALL SER \ICE LATERAL CONDUCTORS PER UTILITY COMPANY SPECITCATiO1NS, 4. CONTRACTOR SHALL PROVIDE AND INSTALL CONDUITS, CONDUCTORS AND PULL CORDS AS SPECIFIED IN THE UNDERGROUND CONDUIT st"I{EDUiI, (WHERE REQUIRED). 5. NO CONDUIT RUN SHALL EXCEED 4 QUARTER BENDS OR 360 DEGREES TOTAL BEI1t:EN PULLING POINTS. 6 3/4' CONDUIT MALL BE MINIMUM FOR UNDERGROUND RUNS, EXCEPT TWiERE NOTED. 7. QUANTITY OF CONDUCTORS DEPEND ON THE TYPE AND QUANTITY OF DISPENSERS. 8. ANY PORTION OF E1ECTRICAL WIRING OR EQUIPMENT WHICH IS BELOW THE SURFACE OF A CLASS I LOCATION (AS DEEMED IN ?LEG TABLE 514-2) SHALL BE CONSIDERED TO IN A CLASS 1, DIVISION I LOCATION, WHICH SHALL EXTEND AT LEAST TO THE POINT OF EMERGENCE ABOVE GRADE °'°RACAL SERVIC� TH&ELEC1RICAL StANtiQg PROPOSED FOR THIS SITE 1S: l TS, _1.__ PHASE. 3 MARE. THE EX!S11NG SERMGE tS: VOLTS. 1 . PNASf. 3 MARE. THE AVAILiABLE SHORT ORCUIT CURRENT AS DETERMINED, FOR 1 S FACIUTY, BY THE UTlLIFY COMPANY, IS AMPS RMS SYMMETRICAL. CONTRACTOR SHALL VERIFY THIS VALUE MR1H THE SERVING UIRITY COMPANY TO INSURE THAT ALL ELECTRICAL EQUIPMENT 1S RATED FOR THE MA GLUM AVAILABLE SHORT CIRCUIT CURRENT. 164P-SINCH J IJI l J I I J I I I i I l 1 J I 0 2 3 94 5Z 4 73 CZ Z LZ Q. 61 et GL 9L 5t hL I�(! i�( IIIlfllll�lIII111li )I!IUi1!IF I lu ll! K iI � llII! I! IIIIII! lilililllilllLlillll�ilIIIIIIIIIIIIIIIIIIIIiIII !l ►I '..,. r.�. :.:.. .. �....:N ; , ,:e N:,. a•.�7 ,. ' -..... ,n•.yy„ .'. <, ,-f . ,. >-2" f�.'^ +- .....'f' ..�9M � ±>_ ?.. >rp.. . Lf 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the priginal 8 than this document. EL ZL LI Q I• 6 s L 1 Ilillil ` II[ IIIIIHIIIIIIii !rIIIIIiIInIIIIiIiIIIIIiIihilj !IIIi III : ;,r. ti: Ss.,3 t/ K 4:�."i,.d%, ?•^,'3. i1I1II ililnli iliii liiiiIIIiltiiiilnil II I VIII IIIIIIIIfIlE lR:: N �-4"Kf" , ..�.. •.z "�C'Y: . � S .. 1 rr�R- 3,` fly,..- :c.? -: 1 ,..1■ .1 Vr4 ■-"4 I ';.4r issir PM n • • 4/114 •1114 MINN ams3 1:11910110 WIMPS 4110910.11111161dadelltelliale =MO IIIPWIN olgrammstywirMiliMaalKO STRANDER BLVD r: rot_ (2 7'1;011, in' 1 9 FKAKiN):; :1)ccAr<F%/gAr woe, c' r 2f7 a;cti, to'- Igcoliti .2] 0(;.P;:,i):::. 1 ,- --4:, ) .--: - KI ). ..-_-, _ . . PI ri G'ik t<1. , _ : KOUN2alv5-R5 VfiNuiii Pe-\ Ar= r1/41 ALJA JA IAA - i A L. . ,Z6 4 _UOt\irselL), comf-Ac w, 4s, IJONYM1).5 . - , 3 - • ••• 90 5 r 6 I f 3L-6:1 A .. Fs/ Oi_ympi • JuNDPV:R*, f Ht.:AC} 1.-C'CAT X1,:r1lkit; 140 FE? - /...00A'rfr!-; 1 CAR6rpt-L-Y DK(7 C f . 'xi.2 { HAND ke.iviovF- 1% \yr-1'4)4/.2 - ALL gC:mAINENc cowCVe covf EkOrr,P: Pt-/-AKil g' - ro CUT 4 M OW; r., r1Z/Cf■ - re i X GAYA:110 PLApsit-rft,;(. ETE X,,4\tA**M1. A MJ. or i 5-wieo{ N•ilx 371 ALL f 2 1,4N1)14C1 f*lce) 10 f*:- r 0ARK ,L\ MI!,. Or g RO (A/ p r54.1 4 igT4A PL.41+; -ro FE.-• Kerzfiz.i.514-4,E. To ty15:6-7 1 CA= • W1-' !..); L-r;. '1 1'9 -- fACKFILL WI!. MD; (bEE teLT5) JIJ 1 tv•rkerv•-■• Stxtr S.r.sti It. WA 98109 (206) AU -Ott AA ()061 2114 5149 SSI 1557 J013# 8572 ._ REVISIONS PLAN VIEW At n 0 1K; GROUNDCOVER PLANTING DETAIL ..5PACING c.4.+F44•44. liowN t I" 00.1 Caw £ Mop 150.0( Fax) 51);.4 WI& f4CE5 RECEIVED CllY OF TUKWILA FEB 1 1 191 PERMIT CENTER PLAKril tact PLAN ‘ HiC Croup I/7/4t 220 STRANDER BLVD. SCALE: 1"=10'-0" DATE: 12/26 DR. J.S.H. CH.R.J.P. APP. 1 • ! I • 1 IIIIII 11111111111111 II 11111111111 1111111111111 11 1 111111 11111111 11 1 1 111 1 111 0 la THS INCH 2 1 3 • 4 5 6 7 8 9 i 10 11 MADDIGE 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 06 6Z 8C LZ 9Z GZ "liZ CZ zz oz 61. 8L Ll 91 GI •7L CL ZI R o)1, 6 8 L. 9 S 1i C 1 . vivi 111:1111111111 !MIMI 11111 111111111 HIIIIIIIIIMIIIIIIIffill1111116111.1111,01111H1111rn_ilf.01111111U1,11,11,1).11RIJJ111111111_11,1111111,11;!111111,1)1,!.1,11.111),I,1),Iiiitlijillill),(11111j1JI,W,IlipiLlt!iii)Jij!!!_iL,11,1..,1,,,I),M1,11111).1):.(1,:!!1.1..0:1„1,1.j)!,1,1i).,IL. • ; • ;;• ; • 2% ." ' • • ROBERT H. LEE as ASSOCIATES ARCHITECTURE PLAHLIIN4 ENRINEER1110 mie teas A*. Ili. JIM ZOO • MUM, VIA Noce • OW P:8- AM W. Mitt* Millie!? • JAM � OAR CIVIL fl$11111 V .. c'J'�. JL.:`...i�' '!.'a•Ol +,":'" t :-..v 'erc'tav .. : ..1�.� y r . [V csi N u7 Co 0 z DOWNSPOUT TO GRADE. 18 GA. GUTTER re/7 SUPPORT STRAPS AS REQUIRED. • 16THSINCH ,: II�tIIE•I Frt(I -tIIIF f III! IF 6 7 8 Microfilmed document is less clear than this due to the quality of theapriginal document: L D 6z II se I. 7z CZ z?' Lz 03 6t 8L ,Lt 9L 51 *lt Et 21. LL O L 6 I illfi �IIiI 9z Sz IIIIIIIII I111111I II1111 , III111111111111llllll111 11lll; I. I1IIIlililllilll !lIlilIIIIilllillll f l l nllll �, I V I II II f ! LII IIIIillllll II I Illilillllil , llllillll llillliilIIIIlIIIIiIIlIl1 ... .: .:iJ� ..:s.l:' ;• •.. �i .., :::.... .�'��;�.� .,y.. Yi., rS..,r.. r ..�.4- :.iT; r -�. ,.sf _�r _i�f.r..:l >:15i n2r��..i.w':n K.. I111111 I11 1 -1/2" OR 1/4 SLAB DEPTH. FILL WITH SEALANT J OHN W. JOHNSON ATE OF WASHINGTON PIN II 1!l II illll! IIiIII111 /111lilillllllll ! .�,,,, inhlll illllllll DRIVE SLAB PLAN & YARD DETAILS 220 STRAINER BLVD. TUKWILA, WA. DATE: 9 /! 9y APP. PLANNING REVIEW PERMIT TOOLED TO 1/4" RADIUS IF PLASTIC INSERT IS NOT USED JOINT FILLER INTERRUPT REINFORCING AT JOINT REINFORCING CONTINUES ACROSS JOINT A : PROVED RHL CHEVRON SCALE: NONE STEEL COVER TO BE WELDED TO TOP. PAINT OFF - WHITE. (WH -835) STEEL TUBE TO BE.-- FILLED TO TOP WITH CONCRETE. OFF -WHITE (WH -835) TS6 "x6 "x5' -0 "LG. YARD SURFACE. CONC. FOOTING GUARD PAST Chevron US•A. Inc. Marketing Operations Seattle REVISIONS SS# 1577 JOB# 8572 BASE OF ---- -� DISPENSERS WHEN INSTALLED AT ISLAND. SCALE: 3/4 " = 1' --O" CONTROL JOINTS. SEE 2 bE___ ___EXPANSIO_NJOINTS. SEE DRIVE SLAB PLAN 1 1/2" METAL ROOF PANELS.-- - 1 1/2" X 1 1 /2" X 1 /8" ANGLE EXISTING BUILDING WALL. 3" METAL WALL PANELS. SEALANT 24 GA. FLASHING " 3/4" METAL BOARD ON BOARD SIDING. EXISTING TRASH ENCLOSURE WALL. TRASH ENCLOSURE ROOF DETAL ,esa�a.00anrn PUMP BLOCK FORMED 12 GAUGE STEEL TO REQUIRED SHAPE, AS MANUFACTURED BY COXWELL'S (LOS ANGELES), AMFAB (MEMPHIS) OR APPROVED EQUAL. CONTR. SHALL FURNISH AND INSTALL FORMS. AFTER PLACEMENT, PRIME AND PAINT THE PERIMETER DK. GREY (GY -210) NEW AIR & WATER REEL. FULL SERVE ISLANDS ONLY. (TYP. OF 2) DISPENSER #1 SCALE: 3 " =1' -O" VALET UNIT (TYP. OF 2) —PUMP BLOCK. SEE EXISTING CANOPY COLUMN TO REMAIN. (TYP. OF 4) 6" X 6" STEEL GUARD POST, CONCRETE FILLED (TYP. OF 8) SEE \-- 6" CONC. DRIVE SLAB W /6 "X6 "- 1.4/1,4 W.W.M. REINFORCING. — .r CONTROL JOINTS. I Q 1 0 EXPANSION JOINTS. BID CONTRACT DOCUMENT NOT FOR CONSTRUCTION CONSTRUCTION DO NOT USE FOR CONSTR. UNLESS DATED do INITIALLED RECORD DRAWING DISPENSER #3 r �-. EXPANSION JOINTS. SEE NEW SPANNER BOXES. (TYP. OF 2) SEE SHT. A -5. DISPENSER DISPENSER BOX. SEE ROBERT H. LEE & ASSOCIATES ARCHITECTURE PLANNING ENGINEERING 16?'O 140th AYE. FIE. SIAIE SOO * MIME, VIA MOB • (20e) 740 -0477 JOAN l JONNSO ANCNITEOT • JANES IL NA CIVIL MINIM 16' -6" d- SPECIAL NOTE: CENTERLINES OF ALL DISPENSERS AND COLUMNS MUST BE HELD TRUE SO ALL THE HALLMARK 21 ELEMENTS, PARTICULARLY THE SPANNERS, LINE UP PROPERLY. CITY OF TUKWILA APPROVED MAD 1 BUI DING !VISION SCALE: 3/16 "=1' -0" A r�) 0 F— T 12'._0" ." . ." 5 5,-8" 4 4' -2" 2' -2" WA W W . . Ci R =6" R =21" r ----- 1 I I Owe. R R -6 GUARD P POSTS. S -VALET EXIST. CANOPY COLUMN. STUB --UP AIR & WATER SEE A LINES UNDER VALET ,q FOR AIR & WATER REELS �:_3 AT FULL SERVE ISLANDS ONLY. 7 P PUMP BLOCK PLAID CONCRETE SURFACE TOOLED EDGE (TYP.) co y y • 7 j \ \ : � �\ / \ \ /. 7 \ / \\. � 6 P PLANTER CURB SCALE: 1 " =1' -O" • / ASPHALT TO, BE FINISHED 1/4"-3/8" ABOVE CONCRETE. YARD S #4 CONT. - _�4 �� 1 1 �° � � ' '. N N f f S TYP. REINFORCING: • COMPACTED SUB - 5 D DRIVE SLAB EDGE SCALE: 1/2"=1'-0" `C 4 4 a r • 4 D DISPENSER BOX DETAIL SCALE: NONE V .. c'J'�. JL.:`...i�' '!.'a•Ol +,":'" t :-..v 'erc'tav .. : ..1�.� y r . [V csi N u7 Co 0 z DOWNSPOUT TO GRADE. 18 GA. GUTTER re/7 SUPPORT STRAPS AS REQUIRED. • 16THSINCH ,: II�tIIE•I Frt(I -tIIIF f III! IF 6 7 8 Microfilmed document is less clear than this due to the quality of theapriginal document: L D 6z II se I. 7z CZ z?' Lz 03 6t 8L ,Lt 9L 51 *lt Et 21. LL O L 6 I illfi �IIiI 9z Sz IIIIIIIII I111111I II1111 , III111111111111llllll111 11lll; I. I1IIIlililllilll !lIlilIIIIilllillll f l l nllll �, I V I II II f ! LII IIIIillllll II I Illilillllil , llllillll llillliilIIIIlIIIIiIIlIl1 ... .: .:iJ� ..:s.l:' ;• •.. �i .., :::.... .�'��;�.� .,y.. Yi., rS..,r.. r ..�.4- :.iT; r -�. ,.sf _�r _i�f.r..:l >:15i n2r��..i.w':n K.. I111111 I11 1 -1/2" OR 1/4 SLAB DEPTH. FILL WITH SEALANT J OHN W. JOHNSON ATE OF WASHINGTON PIN II 1!l II illll! IIiIII111 /111lilillllllll ! .�,,,, inhlll illllllll DRIVE SLAB PLAN & YARD DETAILS 220 STRAINER BLVD. TUKWILA, WA. DATE: 9 /! 9y APP. PLANNING REVIEW PERMIT TOOLED TO 1/4" RADIUS IF PLASTIC INSERT IS NOT USED JOINT FILLER INTERRUPT REINFORCING AT JOINT REINFORCING CONTINUES ACROSS JOINT A : PROVED RHL CHEVRON SCALE: NONE STEEL COVER TO BE WELDED TO TOP. PAINT OFF - WHITE. (WH -835) STEEL TUBE TO BE.-- FILLED TO TOP WITH CONCRETE. OFF -WHITE (WH -835) TS6 "x6 "x5' -0 "LG. YARD SURFACE. CONC. FOOTING GUARD PAST Chevron US•A. Inc. Marketing Operations Seattle REVISIONS SS# 1577 JOB# 8572 BASE OF ---- -� DISPENSERS WHEN INSTALLED AT ISLAND. SCALE: 3/4 " = 1' --O" CONTROL JOINTS. SEE 2 bE___ ___EXPANSIO_NJOINTS. SEE DRIVE SLAB PLAN 1 1/2" METAL ROOF PANELS.-- - 1 1/2" X 1 1 /2" X 1 /8" ANGLE EXISTING BUILDING WALL. 3" METAL WALL PANELS. SEALANT 24 GA. FLASHING " 3/4" METAL BOARD ON BOARD SIDING. EXISTING TRASH ENCLOSURE WALL. TRASH ENCLOSURE ROOF DETAL ,esa�a.00anrn PUMP BLOCK FORMED 12 GAUGE STEEL TO REQUIRED SHAPE, AS MANUFACTURED BY COXWELL'S (LOS ANGELES), AMFAB (MEMPHIS) OR APPROVED EQUAL. CONTR. SHALL FURNISH AND INSTALL FORMS. AFTER PLACEMENT, PRIME AND PAINT THE PERIMETER DK. GREY (GY -210) NEW AIR & WATER REEL. FULL SERVE ISLANDS ONLY. (TYP. OF 2) DISPENSER #1 SCALE: 3 " =1' -O" VALET UNIT (TYP. OF 2) —PUMP BLOCK. SEE EXISTING CANOPY COLUMN TO REMAIN. (TYP. OF 4) 6" X 6" STEEL GUARD POST, CONCRETE FILLED (TYP. OF 8) SEE \-- 6" CONC. DRIVE SLAB W /6 "X6 "- 1.4/1,4 W.W.M. REINFORCING. — .r CONTROL JOINTS. I Q 1 0 EXPANSION JOINTS. BID CONTRACT DOCUMENT NOT FOR CONSTRUCTION CONSTRUCTION DO NOT USE FOR CONSTR. UNLESS DATED do INITIALLED RECORD DRAWING DISPENSER #3 r �-. EXPANSION JOINTS. SEE NEW SPANNER BOXES. (TYP. OF 2) SEE SHT. A -5. DISPENSER DISPENSER BOX. SEE ROBERT H. LEE & ASSOCIATES ARCHITECTURE PLANNING ENGINEERING 16?'O 140th AYE. FIE. SIAIE SOO * MIME, VIA MOB • (20e) 740 -0477 JOAN l JONNSO ANCNITEOT • JANES IL NA CIVIL MINIM 16' -6" d- SPECIAL NOTE: CENTERLINES OF ALL DISPENSERS AND COLUMNS MUST BE HELD TRUE SO ALL THE HALLMARK 21 ELEMENTS, PARTICULARLY THE SPANNERS, LINE UP PROPERLY. CITY OF TUKWILA APPROVED MAD 1 BUI DING !VISION SCALE: 3/16 "=1' -0" A r�) 0 F— T ROAM FINISH SCHEDULE SALES AREA OFFI CE 1 WALL KEY SEE NO1E 3. GENERAL NOTES T• CONSTRUCTION MATERIALS, ASSEMBLIES AND PROCEDURES ARE TO FOLLOW LOCALLY ADOPTED BUILDING CODES AND SUPPLEMENTARY ORDINANCES. WHEN A CONFLICT OCCURS BETWEEN SUCH LOCAL CODE AND INFORMATION SHO'R'N ON THE PLANS, CONSULT COMPANY REPRESENTATIVE FOR RESOLUTION PRIOR TO . COMMENCING WORK. 2 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE: CONTACT ARCHITECT IF A DISCREPANCY OCCURS. 3. CONTRACTOR TO PROVIDE A MASTER KEY FOR ALL LOCKS. PROVIDE THREE KEYS FOR EACH LOCK. 4. FIRE EXTINGUISHERS ARE REQUIRED TO BE INSTALIED AS PER NFPA No. 10, (2A10BC). 5. CONTRACTOR TO FURN!SH WARRANTIES, OPERATIONAL MANUALS, ETC. FOR ALL EQUIPMENT. THIS PLAN MAY NOT NECESSARILY CALL OUT EVERY ITEM TO BE REMOVED, REPLACED, OR RELOCATED. ITEMS THAT INTERFERE WITH NEW WORK SHALL BE REMOVED OR RELOCATED. FLOOR PLAN AND ELEVAI1ONNOTES 0 REMOVE EXISTING CABINETS 0 REPLACE EXISTING GLASS WITH SMOOTH SHEET METAL PANEL. • SAFE 11DEL TACC II OR COMMERCIAL GUARDIAN. 0 CASHIER COUNTER. SEE SHEET A -4. ® TRANSACTION DRAWER (OPTIONAL). SHURE MFG. CO. MODEL 670130 W /BUILT -IN INTERCOM SPEAKER. 0 DISPENSER COMPUTER EQUIPMENT, PUMP RELAYS AND STARTER. SEE SHEET E-1. 0 CASHIER CONSOLE • REMOVE EXISTING WALL AND CONSTRUCT NEW 4" WALL 0 NEW MULLION. 10 EXISTING SHEET METAL SIDING TO REMAIN. 11 EXTEND AIR SUPPLY & RETURN TO DROP CEILING (TYP OF ALL ABOVE DROP CEILING) 12 AUTOMOTIVE SERVICES MANAGER'S COUNTER. SEE SHEET A -4. 13 ELECTRICAL PANELS. SEE SHEET E -1. 14 EXISTING ONE- -WAY GLASS TO REMAIN 15 POINT EIGHT CASHIER CONTROL STATION. (DI EXISTING DOOR TO REVERSE SWING. 17 NEW SMOOTH SHEET METAL PANEL. " MERCHANDISING COUNTER. SEE SHEET A -3. CO EXISTING TRASH ENCLOSURE WALL TO BE REMOVED & ADD NEW METAL WALL ® NEW BULLET RESISTANT GLAZING. SEE WINDOW SCHEDULE FOR SIZE. ® REPLACE EXISTING GLASS %i11i1 SMOOTH SHEET METAL PANEL • EXISTING PANEL TO REMAIN CI REPLACE EXISTING WINDOW WITH NEW INSULATED BLUE -GREEN SOLEX GLAZING. SEE WINDOW SCHEDULE 24 EXISTING DOOR TO REMAIN HARDWARE SCHEDULE GROUP 1: CLOSURE: INTERNATIONAL 40 SERIES H.D. CLOSER, SURFACE MOUNT, HINGES: U.S. ALUM (JACKSON) OP400, OFFSET PIVOTS TOP AND BOTTOM. DEADLOCK:MS 1850 A DEADLATCH MS- -4710. ADAMS -RiTE 7800 SERIES, ELECTRICAL DOOR STRIKE;4710 SERIES LATCH LOCK; 4.568 SERIES LEVER HANDLE (313 FINISH); 1850 SERIES DEADLOCK K' /2 CYLINDERS (SCHLACE). SPECIAL HARDWARE U.S ALUM PULL HANDLE AND PUSH BAR. REST ROOM DOOR SCHEDULE SCHEDULE LEGEND AT AL CT BA DG ER GM MGD P PER PGB PTGB W = ACOUSTIC 11LE = ALUMINUM = CERAMIC 11LE = BLACK ANODIZED = DOUBLE INSULATED BLUE -GREEN SOLEX EXISTING TO REMAIN = GALVANIZED METAL = METAL & GLASS DOORS PAINTED PAINTED EXISTING WALL TO REMAIN = PAINTED GYPSUM BOARD (NO TEXTURE) = PAINTED TEXTURED GYPSUM BOARD RI = RIGID INSULATION SC = SEALED CONCRETE T = TEMPERED R = BLACK RUBBER BASE BR = BULLET RESISTANT unirmalmiarradranwodelmommimar 25 NEW T.S. HEADER. CUT EXISTING VERTICAL COLS. AS NECESSARY FOR INSULATION. WELD, GRIND SMOOTH $ PAINft&Ij r4lex 2Fa EXTEND AIR SUPPLY & RETURN TO DROP CEILING (TYP. OF ALL ABOVE DROP CEILING) Q NEW FIRE ALARM SYSTEM. SEE SHEET E -1 2e FOR SIZE. 6X15f1 VAt -L To 131: MOVe-v Ex15fI06 CDLtr-10 To I, KEI"AG+ATE9. ROOM FINISH NOTES 1. SUSPENDED ACOUSTICAL 111E CEIUNG TO BE USG ACOUSTICAL PRODUCTS CO. GYPSUM CITING PANEL ITEM X13270. T BAR GRID SHALL BE MIITE IN COLOR SO AS TO MATCH THE CEILING TILE AS CLOSE AS POSSIBLE 2. ALL. WALLS TO HAVE 4" BLACK RUBBER BASE. PAINT WALLS AS SPECIFIED BY COMPANY REPRESENTATIVE. 3. ALL NEW AND USING BUILDING WALLS (METAL AND MASONRY), TRIM, FASCIA, DOORS AND DOWNSPOUTS TO BE RPAIRED AND REPAINTED AS NECESSARY; COLOR TO MATCH EXISTING. CHEVRON ENGINEER TO APPROVE PAINT SAMPLE PRIOR TO APPLICATION. EXISTING WALL TO REMAIN NEW WALL ..,— _.__..._1 EXISTING WALL TO BE REMOVED 441%. .�■ 1111. i� 1i.... .. 9 . . 0 . 11U1 11 ■ 1i5Iu1 � .1.1aa1�1 �4 FRONT ELEVA11ON SIDE ELEVATION (N) INTERIOR ELEVATION SCALE: ' 1/4 " =1' -0" a■■w� �� �w �I� r o .. �r1����1� ■1�.�1rs1�1�1�1�1 ® ■1111e■1.ms111se1111 inum 1.1 u 1 0 II.�1111111 ■1 ®. ■®I®iN.a.ei.11111..ii �. ■5�1 11.1 .111111110.1.1 ®.®1.1 ....�1�1 ►■ ■1 ®1�1®•.1� ■111 1� ■i11� 1�1�1■■ •111 . .tit■ �� .1.1�.1i1�.1� 1e1 •1111��1111� ■11111.1 STEREO HITECT ee L, 9Z 5Z Ink pIhui WINDOW SCHEDULE z BA BR 'SAME' BULLET RESISTANT GLASS OR APPROVED EQUAL N 5' -1 3/4' x 5' -5' 1'--3" x 3 3' -8' x 5' - -1 3/4' x 7' -5' 2' -11 1/8' x 2' -3' I . 1 1 1 1i1� +I'IIIlI 111111111 0 167NSIHCN .w 2 , 3 EZ Za 1Z 0? 61 91 L1 91 GI uni!�1l�nii!!1Ii�IIn! 11 !1Ir� VIII lII�iI�III'��II!IIII�IlII!�uI f Yi�'e�'T�'i M���. �i�F Jr�' t ,� � }:i (� 'S r 9r3r�� •� h i'`� � L Y '�� � �"t�c * . _ ate'• I. }JILT }1 I .. LL , 11 .111ThIn.fl !I III I II- 11111 : jIIl 4 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to they quality of the original APPROVED RHL CHEVRON ROBERT H. LEE tie ASSOCIATES ARCHITECTURE PLANNING ENGINEERING 1520 14951 Mt PL, 9141E 200 0 MIME, WA NXG • (209) 740 -4971 T ONY a 19911 5 011, ANON,Ii:T • IANtt N. NAT, 01411 EN9INEia SALES AREA FLOOR PLAN 220 STRANDER BLVD. TUKWILA, WASHINGTON SS# 1557 JOB# 8572 SCALE: 1 /4 " =1' -0" SCALE: 1 /4 " =1 ' -0" .\ v 0 21 INTERIOR ELEVATION SCALE: 1 /4 " =1' -0" D RAWINGS ICED FOR: P LANNING REVIEW PERMIT BID CONTRACT DOCUMENT NOT FOR CONSTRUCTION CONSTRUCTION DO NOT USE FOR CONSTR. UNLESS DATED & INITIALLED C INTERIOR ELEVATION SALES AREA FLOOR PLAN H CITY OF TUKWILA APPROVED MIA 1:,{'1 1 LDI SCALE: 1 /4 "=1' -0" RECEIVED CITY OF TUKWILA SEP 19 1990 PERMIT CENTER SCALE: 1 /4 " =1' -O" ISION 4+ ELEVATION SECTION SCALE: 1/2"=1'-0" DRILL 3 "O HOLE AT REAR OF OPEN COMPARTMENT FOR CABLES BETWEEN COMPUTER EQUIPMENT OPEN PROVIDE 1" x 12" SLOT AT REAR, OF SHELF FOR COMPUTER PAPER FEED FROM LOWER CABINET L� LVATION FIXED SHELF ELEVATION ti SEC11ON wr"rr arm • •. BACKSPLASH - -- v:.!x!,.i:w:. -0r ,v:t.:a�ia.+�:.�;.•su;6 •s .3J`_i' `ir c4 -.::..,� ,Y, '.:., rt'Y.fi;•.:i5` .,W= 1,42,W: .,ar.. >r. ::...: ?.c= 1 . PROVIDE HOLES THROUGH COUNTER TOPS W /METAL GROMMETS FOR EQUIPMENT CORDS, WHERE REQUIRED. LOCATE IN FIELD. 2. EXCEPT WHERE NOTED W /PLASTIC LAMINATE FINISH SYMBOLS, ALL BACK PANELS, BASES AND SHELVES SHALL BE GREY MELLA -MINE. GREY MELLA -MINE COLOR SHALL MATCH AS CLOSE AS POSSIBLE TO PLASTIC LAMINATE GREY COLOR. 3. 5" DEEP SWING OUT UNIT W/ SOLID BACK PANEL GREY FELLA MINE FRAME. INSTALL GREY PAINTED PEGBOARD ON THE BACK. PROVIDE FOR PROPER PEG CLEARANCES. BASE TO SWING OUT AS A UNIT. ALL HINGES TO BE INSTALLED INTO HARDWOOD. ALL BACKSPLASHES ARE TO EXTEND FROM TOP OF COUNTER TO BOTTOM OF WINDOW MULLION. (STEREO JOHN IN JOHNSON STATE OF WASHINGTON DRAWINGS ISSUED FOR: DATE APPROVED RHL PLANNING REVIEW PERMIT BID CONTRACT DOCUMENT NOT FOR CONSTRUCTION CONSTRUCTION DO NOT USE FOR CONSTR. UNLESS DATED 3 INITIALLED ROBERT.. H. LEE 83 ASSOCIATES ARCHITECTURE PLANNING ENGINEERING ' 1a20 1401A AvE H E. SURE 200 • Bt]i tUf,' 2A 01!006 • (200) 740 -477 40. 0 i 0 _ I H TV . AIM K i 41•11-C •I /E REVISIONS PLASTIC LAMINATE FINSIH SCHEDULE FORMICA MANUFACTURER ti'NLSON ART CATALOG NUMBER STORM 912, MATTE FINISH PLATINUM D315 -6 4" BLACK RUBBER BASE 1111 1IIII° 1 f I 1 11111 I 1111 1'1 I , 111111 11II I= Trill 4 5 I I 61 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the firiginal document. 06 6Z Be iZ 9Z SZ VZ CZ ZZ IZ CjE 61 BL IL 91 GI VI £I ZI U ()I 6 0 L ) 9 �! �iifill I� I1 1!II11�I!!il!iil11IA1 . 1 HIIIiI�!II!ul0n!!! III !! �!I!!Inn�n!!II!I!iI!!!1!!!!� >.. •,,.. ,. - , ,.: y < . -.c.: s,:. .. .v,': -! f.: .r. r ,. s :,: y?aft,- ,•Y. `b; .C: b'e 2'T ,:.ug 'r. ':... _.:.. ,. .,. . - 1 . .r :... -.. - .: :.. ,,. ,i._... x. ,. ,,rj ... ..::.. z. v• �.J .G .. ,. .. ...: ,.. C'� .;'. ':7. ✓'` , {,.$ •..�' <� Jj ,!�,n Y' i • . f.�. fi �• F'i ll,. ... ,: � .., 9" ..• ,.. ..: .. :.. .. .-.- .. _ ... .... +�...:.� .. •. {�A.� ..:,. .... f.. :': � F l+� t" C. �Y'lr 1. a 'i r.... : -.,,.. . �.. ,,... .....,,-. ,. ;:.,.'. ..,.._ •..r_. .. ., ..: -,.v�. J 'fi.r?s, �1, ��r y^ ,s'. L. t: ? ; ;a Y_ .. ;5 ^rev .'l' � .. <.... ., ... .. , J,: -.. - ,. .....,.. , . ..i..:.., .- � 1 : , :.^s,�.`.. .....,. ...::�. .. '.5. %s.,S�n��Jl::�. �., ,. ..7.� .. t• -... ;�,- .,.�,� .�, ... � fY,.r'L(.,ara�i�fi.n x °} II II 1111.. 11,111111111 1 11111111111111111111 1111{11II11 9 10 11 HME 12 !,1!1!,n wiliII!IIIIl11II!!n11n!I Chevron USA. Inc. Marketing Operations Seattle TUKWILA, WA. SCALE: 1/2"-----1'-0" DATE :'`8/10/90 DR. R.J.R. CH.S.J.K. APP. CASHIER CONTROL STATION. . - TRANSACTION DRAWER (OPTIONAL) PROVIDE WIDTH AS REQUIRED FOR LEGAL SIZE HANGING FILES SCALE: 1 /2 " =1' --o" SCALE: 1/2"=1*- CASHIER - CONTROL STATION. ELEVATION SECTION ( o d Z < Z <0- 6 - 0 N d a .' Y Q 0 < ELEVATION SEC11ON ELEVATION SECT WYWINIXONI (2) ADJUSTABLE MELLAMINE SHELVES: GREY. SCALE: 1/2"=r- SCALE: 1/2 " =1' -0" 4 SCALE: I /2 " =1' --0" CO CO M ELEVATION l .RO..11171..11111MP ELEVATION/SECTION PROVIDE WIDTH AS REQUIRED FOR LETTER SIZE HANGING FILES SCALE: 1/2"=1'-0" aw SCALE: 1 /2 " =1' -O" 44" CABINET. SEE NOTE #3. CASHIER CABINET PLAN CONITNOUS PIANO J HINGE. TYPICAL 3 PLACES L-_ SWING OUT SHELVES. PROVIDE LATCH TO LOCK IN CLOSED POSITION CASHIER CONTROL STATION. TRANSACTION DRAWER SERVICE MANAGER'S CABINET PLAN RECESSED CASHIER COUNTER. CONTRACTOR TO VERIFY SIZE. BACKSPLASH TOP BOTTOM OF WINDOW MULLION. II a II II +36 "I II RECEIVED CITY OF TUKWILA PERMIT CENTER CITY OF TUKWILA APPROVED BU L D �G 'DI'/ISIO MIA SCALE: 1/2"=1'- -0" SCALE: 1/2"=1 0" CASHIER CABINET de SERVICE MANAGER'S CABINET PLANS & DETAILS 220 STRANDER BLVD. F60T12CVH0 Single Moulted 20' -0' 19' -0'- FiC9T12CWHC Existing columns 84 121;V1;O 25' -0' 24' -0' -- F120T1 ECvHO LAMPTNG LAYOUT scale' 3/8' =1' -0° Double Sockets LAMP SOCKET LAYOUT 21'-0' maximum clew- between_ columns ELE'vATI•i scale' 3/8"=1' -0' f1',18T12CwHO 0 terms INCH Single Mounted (to perMlt the length OF the spanner tp be decreased) ra^ L. r i s ^1 .•rr r t ''`'t t' 1 n;;'` I I I I I I I I I I I I I I I I I l I l I l I I I I I I I I I I I I I I I I I I I I F: p:tIr1 3 V.A.RATINr1 TOTAL V.A. PRIMARY VOLTS' SECCNDARY VOLTS — i6' -- NO. OF CIRCUITS. SAFTEY SWITCH overtdped raceway (length to permit 30' decrease In overall length of spanner) .063 a t um t nurr- -. Prof lit sheet 6 Endco.p • SEAL BETWEEN FNDCAP & SPANNER DETAIL 0c 6Z 8C LZ 9Z GZ 4 7C £Z ZZ lZ OZ 61. IIIII I llII IIIIIIIIIIIIIIIIil1IIIIIIIIiIi ,IIIllil1t i,1 I IIilillllllliflllllllfl1 T!II111Ii1111111111.Illll! TYPE' DIMENSION1 AREA' WEIGHT S I Z E AND /OR GAUGE :F BOLTS' - _ FRAME' BRACE'S' BEAM POLE' DRUM & BACK HAND HOLES DRAIN l4Ol_ rs - FACES PLASTIC' PLASTIC FASTENING' WIRE WAYS. NEON. FLOURESCENT. INCANDESCENT'_ NO. & RATING OF LAMPS' TUBES' TUBING' SOCKETS _. FLASl+ERS . FLAS:ER ENCLCSURE' TRANSFORMER DATA l.'1RF SIZE' VIRE TYPE. _• SECTION D -D scale' 3/8'' =1' -0' 1/2' white foam tope (Alt around) clear silicone sealant on top & sides, DO NOT sea 1 bottorl ,f prOflie sheet TELf SCCP I NG RACEWAY NOTES to Design wind pressure Is 30 p.s.f. o Structural steel shall conform to A.S.T.M. A -36. o Alur lnurt shall conform to 6061 -T6. * Refer to Installation Instructions for installation procedure prior to starting work. 8l Ll 91 GI. sit el ZL ll QA, E 111111111 11IIIIIIIIIII leiIIIIII111111111111I11I !IIIIIIIII 111111111 11111 11I1I1I111IIIMI II 11111 III. 11111111 11111 `21.1 1 IIIi IIII I . iI 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. e i 10 nm teuan Droll le sheet potycarbvnate face Counter sunk flat head sheet metal sere* 8' c/c .063 aluminum 1111.1 11 i 111 11 I 1 I 1 I 1 I i I 1 I 1 I 1 I 1 I 1 I 1 I I I I II L 1111 L II .. 9 10 11 ►.IAneGERAmr 12 L II 9 G 7 E 2 l W W 0 1 !II�IILI I1IIIIiiilllllllillllItrr IlhIIIi111I11111 11111 1 /0' formed aluminum DRAININO8 ISSUED FOR! PLANNING REVIEW PERMIT BID CONTRACT DOCUMENT NOT I°OR CONSTMU`TVQN CONSTPUCTION Do MOT USE Pon CONl17R. . UNLESS DATED &INITIALLED HECOR - -- DRAWING PtoBEFrr H. LEE & ASS4c1ATgs ARCHITECTURE PLANNING ENGINEERING 1610 14GU Mt I1 . WE 700 • BEII.EWE. MA 61006 • (201) 740 -4077 10X6 1, 40111/2 OA ARCHIttCt • ;AYES K RAT. CIVIL MINCER l 41!,R,i'l I PA% leer FA real ire 1 Of ISM 4 - .063 oturotnum Foam tape and sealant Ballast opens to Inside of spanner cabinet Extruded a turf I ni.a ---Ballast ! racenay 220 S'TR N R BLVOI + Tl K1PiiILA, .W P �L f: ' SCALE: A te.' DR. --- CH. I „a ; «...•; Use full surface cover of GE SCS1200 silicone (transparent) construe sealant between mount angles and column (typical 4 angles per column) SE;TIGN A - sco :el 1/4'xl' • 11k ti 4 . 41.4 . ♦ •. 4!441 : --- --- ..rte•.. i.:i16 ttrr i t1r4rtsrs111 Or IN O WN011 101 s 14inns• ,►..41. .,, 4:: 4 llffiir►ryMmOmmisi 1S 4 tuna Ms. •*.sas mwsessawsaasssssolnue*.a emiesem.ssa r r4 w +�RiiwMll�t �•--° L R 1 /2'x2 1/2'x 1, - 4' 5.•8' dla. threaded rods •--- L 2 1 /2'x 2 1i2'x 1.4' steel c:ip 3/8' dla. Stainless steel bolts 1/ire raceway ) / !•' o nc ti t � .t L 2 1/2 °x 2 1 /2'x 1/4', steel ` L 1 1/4'x 1 1 /4'x 3/16 dips to ho:d pieces of te:on pruf : e sheet - field cut to fit Attach with N 682 self threading round head bolts si 0 .q.1 (VXC)r. c:' 1 ;.lttlnl.tl• pr I • e ',heet F lur,rp ,,t Nit lo•••pc 3/0' dia. stainless Stile t r,o, is Extruced alur•In;,ln Brame, see deta i 1 Symmetrical about the centerline Wire ra,eway ---- 2 3i 4 • - At_ :JM 1 N:JM FRAME scale l' =1' assns. s • ttsrsssssrsssa OHS womme swans ilNaimmit . 1..411444.41+ 1/16' r-•n clear '� - I , ECT 1�V I i OHN W. JOHNSON ATE OF WASHINGTON 4/ '' - — 70 degree clear extruded DR acrylic connector, see detail 3M UT 0454 . Scotched diffuser Filet • applied is the !nslde of the :exon profile sheet 3M - 36/30 White Scotched film applied to the njtsiae of the Texan profile sheet' ' ~Cut profile sheet to s p e c i f i e d angle and bond cut Joint with methylene chloride or o'compc►tible adhesive. poiycarbonate spanner face ku:, le. 'tickets - Extruded aluminum frame, see detail 10 MM texan profile sheet- - pol y ,arbonate span ner face. I1Irl=�f -�•-- tee•.- --: -�i ..,. -'�., - 1 10 ntl profile sheets ''''''N. - - -Transparent splice channel PROFILE SHEET SPLICE scale' 1' -1' DRAWINGS ISSU D CONTRACT DOCUMENT NOT FOR CONSTRUCTION CONSTRUCTION OC NOT USE FOR CONSTR. UNLESS OATED & INITIALLED RECORD DRAWING RHL CttLi6R4 A ROBERT H. 1...EE At ASSOCIATES ARCHITECTURE PLANNING ENGINEERih 1020 14001 AVE. NZ. SUITE WO • 3111EVUE. WA 011006 • (20e) 7A0—^• " ION$ I JOHNSON, •IICNITECT • .A11Et N RAT. CIVIL EleCl•II REVISIONS JOB* 8572 61. tLD TUKWU.A .W ...rte ..,6e,, .,r • .4 • • y I' I' f' i' I ' I' f 'I i I`I'f'I'I'I'i'I'I'I'i'IIIII , 0 111 THS INCH 1 2 3 06 6Z ee LZ 9Z g 93 eZ I IIIIIIIi!Illlillili ii i!liii i il(IIIIIIIVIII lllllllliil n " . . W 4...•••-. `7„5 � � Y o f f .a ' : �1 'L < rT . � .) 01,,..,s,..5: _y, <,+ IIf IIIIIi1j1II1IIIf I�l I IT ply 1 1►`!•IIIIIIIIImIIII IIfIIIIIllf`IIIIIIIJII IIIIIIIII IIIIII 4 5 6 7 8 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the prigi.nal document. ZZ :Z oz 61 91 LA 91 GI hl El Zt 11 01, 6 8 L 9 G 4 7 c Z l 4.w o II jlllfl!!I)ilili 11 11iII0I! �II; IIIIIIIIIIIIIIII III!!IIIIIIIIIII{IIIIIiIIII!! HILL, IIIi�lIIIIIIIII( 111111111lIIIIIIIIIIIIIIII {I�IIII I1 1 I ..,I11l i . '. I :,�, ti Ililllllll��l{ IIIIIIIIIIIIIiflllllllllllll{ I�IIfIiIILllllllill, illlilllilllllll _ > `.:''': J. .1'': • d. :':��.. i.. .. .._ h. .-_ •.' .r A:4�;'s. .... !`15.: ., l`'`�4�.TYa.. , .:� Y .. ,.. ..)': !N.;1 No.. ._ ±'x � 1.,.,.... ..,. ,....I>Y.'ya_..d.i tt i....- .. .. .... ... I II III IIII,I I' IIIIII I 10 11 tiADEOIOERNAHY 12 • 0 0 0 0 Z z cc 0 ANS ' - 2 ASE M A o GA_ S'EE_ P PRIMED & ' LPPE:: BELOW GRADE 2" D GA. V. STEE_ 'THREADED rEM AL E COUP_'NG .i� i CONCRETE •..'�- �� I �� COLLAR -FLU w, YARD SURFACE 2 o GALV. 90' ELBOW 2" FRP NPT ADAPTER -� BE'L & MALE. OVERALL DIMENSION DETERMINED BY NUMBER OF RISERS AND /OR LOCAL CODE. 1/4" BEVEL BUTT WELD-SMOOTH. 2" 0 SCH. 40 PIPES (PRIMED AND WRAPPED BELOW GRADE) PIPE COUPLING (TYP.) CONC. COLLAR 12" o CONCRETE FOOTING. SLOPE AT TOP (TYP.) 3 PIPE TRENCH 4" t I %AN. 1-f SWING JOINT VENT RISER — 4 . :w E NOTE: PAINT TUBE FRAME AND PIPES DARK GREY (GY-21 0). 1. c . . d = L`• A LT'[ D ER 3 Ev: S ' LE - - SCALE: 1/4 " =1' -0" r 2" o FRP , VENT LINE. SLOPE ',`4" PER ' MIN. DOWN TO TANKS N. T.S. FASTEN VENT RISERS SECURELY TO FRAME WITH PRE - FORMED UNISTRUT BRACKETS. r�— • i l 24" 22 -1/2" 2 9" 4 10___-1/__, 10-122 Lir 1/8" i J.. Ti E 1 —1 /2 N.P.T./ ')-' OPTIONAL 47271 - "APOR RECOVERY MANIFOLD ONLY) 48" 45 — A -- 3" MULT1 —GRADE DISPENSER BASE CONTRACTOR SHALL VERIFY DISPENSER PIPNG RUNS, RFFORF TI INITIANG THE IN VENT RISERS, SEE SITE PLAN FOR ACTUAL LOCATION. INSTALL MAXIMUM SLOPE FROM TANK Up TO VENT RISER. (MIN. SLOPE 1/4 " /FT.). � I I I � I I I � I � I � I I , ' IIIIMI1 1 111111 1 1111111 1g 1111'i 0 16THS INCH 1 2 ' 3 9Z GZ hZ .,:. CZ Z IZ Q 6t 8I LL ... 91. > r I, Irl Gt. .71 ���: III1�I�,�,I�I I I�1 „1.1 ►1i►,1��I��� ►il���. ►�� i��l�il, �► iI�11►► 11�i�. 11, I�����!►. 1. I. 1.► �. �I�I1�����1� ,�I�,Illl�ll I� i 1i1 �� 1 Ii II "1 IJl Hill ( � III IIfIII Ii 1 1111 � 1�I I�I S I I I I I 1111111111111111 4 5 6 '7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the griginal document. zt a 01, 6 iu1liiii1in1111 1It 1111111 ROBERT H. LEE & AeSoCIATEE3 " ARCHITECTURE PLANNING ENGINEERING IOTA WW1 At NL, SURE 100 • eELl WE, WA 'Wpm CORM R 1OMII$O A CH S C s STEREO C IITECT s c -; 9 �: 10 I 1 NAAOEINOERMA Y 12 5 b E Z I ww Lim it ll l l ii1�u111111�lllllii i�lilill (nlllii II PLANNING REVIEW PERMIT I3 II D CONTRACT DOCUMENT NOT FOR CONSTRUCTION CONSTRUCTION DO NOT USE FOR CONSTR. UNLESS DATED k INITIALI.ED RECORD DR APPROVED RHL CHeVNON REVISIONS SCALE: 1-1/2"=1' 3/4” X 1 -1/2" SLOT, (8) ' N 1" CONDUIT • 1/2" CONDUIT (SPEAKER OPTIONAL) - 11/16" DIA. HOLES -(4) / THIS VAPOR LINE OMITTED ON / / SINGLE SIDED DISPENSERS .- 1 -1/2" INLET -(3) SAMPLE WELL, SEE 2" 0 VENT LINES. SLOPE 1/4" PER FOOT MINIMUM DOWN TO TANKS. NOTE: ALL PRODUCT PIPING TO BE DOUBLE WALL PIPE SEE SHT. F- { FOR DOUBLE WALL PIPE DETAILS. MODIFY ALL PIPE DETAILS AS REQUIRED FOR DOUBLE WALL PIPE. PIPING RUNS TO ` BE LOCATED OUTBOARD OF PUMP BLOCKS (EXCEPT AS NOTED) UN - - - - INSIDE LOCATION OF— PUMP BLOCKS RESERVED FOR U.G. CONDUIT. UNDERGROUND TANK AND PIPING !SOME I HIC DISPENSER. SEE DETAIL 5, SHEET F -3 FOR 'TYPE AND QUANTITY REQUIRED. NO SCALE —2" 0 PRODUCT LINES. SLOPE 1/4" PER FOOT (MIN.) FROM DISPENSERS TO TANK. ` -SEE SITE PLAN FOR EXACT LOCATION OF STORAGE TANKS. — NOTE: CONTAINMENT SUMP SHOWN IN SEC110N FOR CLARITY. NOTES: UNION (FURNISHED BY DISPENSER MANF) SHEAR VALVE (SHEAR SECTION FLUSH WITH TOP OF CONC.) PRODUCT TAG STABILIZER BAR --- EMBEDDED IN CONC. PRODUCT 2" FRP PIPE (TYP.) 2" FRP TEE 2" FRP NIPPLE 2" FRP 45' ELL 6" PREFFERED 4" MINIMUM 8" MAXIMUM SLOPE PIPING DOWN TOWARD U.G. STORAGE TANKS 1/4" PER FT. MIN. 74 4 X / 2" FRP ELL -• 2" FRP 5 DISPENSER PIPING C6) PIPING CROSSOVER NOTE: ALL CROSS OVER PIPING TO BE MADE WITH TEE, (OR 90' ELL) SHORT NIPPLE AND 45' ELL. PHASE I VAPOR RECOVERY 220 STRANDER BLVD. TUKWILA, WA. 1 1/2"0 PIPE RISER NO SCALE TOP OF PUMP BLOCK (OR DRIVE SLAB -SEE PLANS) ®8 1 1 /2 0 X 24" FLEXIBLE CONNECTOR. MALE SWIVEL BY FEMALE. Q9 ISOLATION 'BOOT CLAMPED AT BOTH ENDS. 2" FRP BELL & THREADED MALE COUPLING. SCALE: 3/4 " =1' --0" 1. PIPING PLAN AND SECTION ARE SHOWN WITH COMPOSITE'' STEEL TANKS. PIPING FOR FIBERGLASS TANK INSTALLATION IS SIMILAR. SEE PLANS FOR SPECIFIC TYPE OF TANK INSTALLATION AT THIS LOCATION. 2. PIPING PLAN SHOWS TYPICAL PIPING FOR MULTI - PRODUCT DISPENSERS. SEE PLANS FOR SPECIFIC TYPE OF DISPENSERS TO BE USED AT THIS LOCATION. 3. 0 SYMBOL INDICATES ITEM SPECIFIED ON THE BILL OF MATERIALS, SEE SHEET F• -3. RECEIVED CITY OF TUKWILA S E P 1 9 1999 PERMIT CENTER Ammommilmumimmumns TANK AND PIPING ISOMETRIC AND DETAILS 0 0 C z ce 0 PRODUCT TANK, SEC ON I I AND 'DETAILS 12,000 GAL. "O /C" FIBERGLASS ' 220. STRAND ER ► !LI 'WA 40 * 0.512'. NOTE: ALL PRODUCT PIPING TO BE DOUBLE WALL PIPE SEE SHT'r F-4- FOR DOUBLE WALL PIPE DETAILS. MODIFY ALL PIPE DETAILS AS REQUIRED FOR DOUBLE WALL PIPE. oe 6z se LE 9z 93 hZ CZ Zz I i �li I.IIII IIIII III I II I I I I I I IIII.IIIIII !IIIII III ,IIIIIIIIIIIIItIIJ lIillllil.illl I Jil IIIII (II :tr r tIIIIII11ILIIJ'Il L•.II 1 ,l : pill II II II ill lilt II I . ', I , . 0 18 ?HS INiti1 1 2 I 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the gr.ality of the original document. LZ 0? 61 et GL 91 sI t'I £L Z L LL 01 6 f3 L 9 9 £ Z L yn 0 I(IlllIItutililulI IhIllllliluiiII IIIJill( �Iuhr 'IIIIrhuiIIIIIJIIII(uiitn! I llmil 1 II I . . , :l I19,1,l�lli IIiJllu liIJIIUIIIIIJIIIIIIIIIJIIIIIIIIIJIIIlIIIIIIuIf IiIIIJIIIIIIuIIIIIIIuIIJIIIIIuill loll c '`' v: �� SRS 3 .R IIIIIL Ih IIIIIIIII1IIIIIII1ILIIIiIIIIIII1IIIIILIIIII 9 10 11 IL*0E NOERM}NY 12 DRAWINGS ISSUED FOR! PLANNING REV PERMIT BIO CONTRACTDOCUI4:NT NOT FOR CONSTRUCTION CONSTRUCTION JOHNSON! DO NOT U S f F O R C O N S T R . IATE OF WASHINGTON UNLESS DATED &INITIALLED RECORD DRAW NO ROBERT H. LEE;, *ASSOCIATES ES ARCHITECTURE PLANIJINO ENGINX BRING 16 110th AVE.. NE, $0115 200 • MIME, Tbl 95008 • (200 7 =te: JONM t 1014V10g. ARCNiTtci • :AYE! N._*AY. CIVIL Er41•(1 • ALL STEEL PIPING AND FLEX CONNECTORS TO BE PRIMED AND WRAPPED. MiN. RAD 4 1/2" - - SEAL OFF CONDUIT TO ELEC. PANEL .,(PUMP POWER) AST ALLA1I3N INS(RUCTIONS: INSERT FISH TAPE 'THROUGH ANNUL AR SPACE. 2. ATACH PULL - STRING 10 LS- 7 3. TAG SIGNAL CABLE AND PULL STRING EACH 18 FEET FROM LS -7 (TYPICAL FOR 8 FOOT DIA!4ETER TANK). 4. ATTACH FISH TAPE TO PULL' - STRING 5. PULL LS - -7 THROUGH ANNULUS. 6. MATCH TAG MARK ON SIGNAL CABLE AND PULL-STRING. 7. L - -7 NOW POSITIONED BOTTOM / 12" MANHOLE W/ CENTERLINE OF TANK. , i `/ SECURED LID i i 12" 0� MANHOLE W/ 9" ' SKIRT AND SECURED LID. " LOCKABLE CAP — -- --- -_._ - 4" MAX. PEA GRAVEL MOijITOR TAG AND HOLDER 2 B SIDE VIEW AT TANK BOTTOM «2MONITOH WELL - JUNCTION BOX MONITOR TAG & HOLDER K) ® - 4" SCH. 40 NIPPLE 4" -300# COUPLING 4" SCH. 40 PIPE RISER -TO OTHER TANKS 1/2" 0 CONDUIT TO CONTROL UNIT 4" SCH. 40 PIPE RISER WIRE `= INSTALLATION CABLE API /RONAN LS-7' (3) � ANNULAR SPACE MONITOR DETAIL API RONAN SCALE: 1"=1 SCH. 40 - -- PVC ';AP 4" OR 6" SCH- 40 FACTORY SLOTTED P.V.C. - -- -- WELL SCREENS (MAXIMUM 0.05" - 0.02" HORIZONTAL SLOTS) SEAL - ADAPTOR & 4" CAP \'J 4" NIPPLE- LIQUID TIGHT -- - '""" r FILLBOX. 4" ALUMINUM FILL TUBE V 4" SCH. 40 ---- PIPE RISER may, STEEL PLATE N- PRODUCT TAG & HOLDEROn ( ii ' FILL DETAIL SCALE: 1 " =1' -0" -FILL TUBE 45- 2 . `0 "a MIN. TANK- - FITTING 12" 0 MANHOLE -- - W/ 9" SKIRT LJ TOP OF RISER - 4" SCH. 40 PIPE RISER EXTRACTOR FITTING VAPOR RETURN LINE, 2" 0 X 24"\ FLEXIBLE CONNECTOR (SEE PLAN). PLUG OUTLET IF . NQ VAPOR RETURN LINE. �•_AT! irC VAPOR /VENT DETAIL. SCALE: 1 "= -- -VAPOR RECOVERY ADAPTOR AND CAP C9 --- - -- 4 "- 300# COUPLING 2" MN. 4" MAX. 2" 250# R/R UNION - 2" SCH. 40 FRP BELL X THREADED MALE COUPLING FRP VENT LINE SLOPE 1/4" PER FT. MIN. DOWN TO TANK. ---2" 0 FRP \- 2" GALV STEEL PIPING PRIMED AND WRAPPED. 909 FLOAT VENT /VAPOR VALVE (0) - STEEL PLATES : UNDER EACH OPENING BY TANK MANUFACTURER 36'-3" G.D. VERIFY WITH TANK MANUFACTURER *SET TANK DEPTH 10 ALLOW PRODUCT, VAPOR AND VENT LINES TO SLOPE 1/4" PER FOOT MIN. DOWN TO TANK. .....,.. «..• . u,.. , ..,a u..,,......... r -: av w.s • .v,..ra.,.,..<w+. FIBERGLASS TANK AND EXCAVATION SECTION SCALE: I /4 " =1' -0" 4" CAP ON RISER -- 3/4" CONDUIT FOR - - -- FUTURE ELECTRONIC TANK GAUGE W/ SEAL -OFF (PLUGGED) ........<. . w.YS A 010.41.1 0ArndPw'A.a.,a,.011∎A a+wrw.e.cea N.r.wu2vi. ...:.+t -w � f - -18" 0 MANHOLE 0 3" MIN. 4 " MAX. 4" SCH. 40 NIPPLE - -4" - 300# COUPLING SCH. 40 RISER TL.M RISER DETAIL SCALE: t REMOVE SHIPPING PADS FROM TANK PRIOR TO INSTALLATION . 1 L _ 36" MANHOLE 0-- 2" CLOSE NIPPLE 2" UNION 2." NIPPLE 2" PLUG PIPE CAP WITH HOLE FOR CONTROL WIRES COMPRESSIBLE STYROFOAM CONTAINMENT SUMP "O" RING • API/RONAN LS -3 PROBE ' 1/2" CONDUIT TO ANNULAR SPACE MONITOR 2' 0 X 24" FLEXIBLE CONNECTOR MALE BY FEMALE 1" PVC PIPE OPEN AT BOTTOM. ATTACH TO SUMP AS NEEDED FOR SUPPORT - FOR DETAIL OF TANK SLAB SEE SHEET F-3. SPARE 4" BUNG FITTING --- - -- CONTRACTOR SHALL VERIFY THAT THE TURBINE HEAD WILL BE BETWEEN 4' TO 6' ABOVE THE TANK ' BOTTOM. DO NOT INSTALL TURBINE PUMP ASSEMBLY IF TT' IS LESS THAN 4' `FROM. BOTTOM OF TANK. STEEL PLATE GENERAL NOTES: . ALL GASOLINE TANK RISERS AND FITTINGS TO BE SCHEDULE 40 GALVANIZED STEEL PIPING.' ALL DIESEL RISERS AND FITTINGS TO BE SCHEDULE 40 BLACK IRON. 2. PRODUCT AND VENT LINES TO BE 2" FIBERGLASS PIPE- VAPOR LINE SIZE TO BE AS NOT`"D OW PIPING PLAN. SA:* 1...Z04CM... v41.1' 112!4 ?:YA iv.Y•ir.N.lF goo - F. ur„e'@f' VIaPLZVAII!V.C* NOTE: USE UNISEAL PENETRATION GROMMETS ON PENETRATION HOLES REMOTE PUMP DETAIL PEA GRAVEL SCALE: 1"=1' -0" SEE SITE PLAN FOR .EXACT' LOCA11ON.OF PRODUCT TANKS. , • 5. SEE SITE PLAN FOR VENT RISER LOCATION, 6. !"\ SYMBOL . INDICATES ,"CM SPECIFIED' '-F ON THE. BILL OF MATERIALS .SEE RECEIVED SHEET f CITY OF TUKWILA SEP1919 PERMIT CENTER - 2" SCH. 40 FRP BELL X THREADED MALE COUPLING " -2" 0 FRP PENETRATION GROMMET. CONTRACTOR TO DRILL.: PENETRATION HOLES ■1 4 — • A,;'.: 3_ i- BARS O 18" O.C. EAAC*- WAY. SLAB EDGE DETAIL SCALE: 1 " = =1 O" MANHOLE. MONITOR MANH OLE. O 12 0 MANHOLE 10 16" 0 MANHOLE (SECURED) 0 LIQUIDTIGHT FILL BOX. 3" CLEAR (TYPICAL) - -- 6" THICK CONCRETE TANK SLAB. 1 , -0 "— —o" i m it W _ 12m .1 ligerarla Ble Ulm m am 111611111111111111 1111% ■ ■ 11111. implingnm il beim I ins i Nil Immi mom RIG imintem gips __Emen mis sii Irsi 1 • wil mod II 11111111111 111111111_11111 111111 El MINN IN= Me LI a maimmiiiii II aim ili in II IICIE 1: _ = 1 • NINO= Ili maihrommi TM 111111 Erg NIIIN - ii n -Mall n■ HIPLI y I■�III■`�. ••E w , J I{Ih( III' III�IIhthIIIIIII{III{IIIIIIII EIJI' III II 0 16THS INCH 1 2 ,. 3 1`1 i TANK SLAB SECTION MARK TANK SIZE IN NUMBERS & LETTERS IMPRESSED IN CONC. 3" HIGH & 1/4" DEEP 0 EACH TANK FILL BOX. E SLAB AND REINFORCING PLAN SCALE: 1/4 "�1' -0" I' pp I I 'I I I I I I ': 1 ' I I I11 I 4 6 111111[111111 11111111 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0€ 63 Be L 9Z sZ CZ ZZ lZ 0? 6t BL LI 9t 5t hl Ct ZL ll QI 6 ,111111liilli111111.I 1 1111111 ii{11111111,IIIIIII III111111h1jII i ! I I i 11111111111111111111111111111 , . :..: . .;,., I 1 .. l .l 111 Il 1111I11lLIIIIIIiI. II. II , �... f .Il I . . .. _- ,.. .. .: .. -. , ., f_e.., r .�:. x3 . il`. tai. w{ .� ..,�: :..� t� ✓' G, f'.. ?aYr ... M1.' 1' �' • ,. . �,�.,.. 3 ,�,*3 s'�,Y'S .:1r • �. .. .:' . .:..,. .. ... .. .. ... ..:.... .... .. ..•... .l..r ,.,. ... 1. P.'4.:... Ae ,....., .. ... .... � ,. ..,,.i�.._r i..�_ .h.� —.. �. r,i .,.,... .� .�t:tl'� ,. ROBERT, H. LEE St AESSOCIAME3 ARCHITECTURE PLANNING ENGINEERING 1320 16th AYE. N.E. 9VRE 200 a BEULNIE, CIA 96003 • (20S) 746-4&' • J9 t JONR19il ARCM! _ . . ; • JASl6 H. RA CIYI'. ER61•Ct. • Chevron Chevron U.S.Q. Inc. Marketing Operaflors Seattle • % / / / / / / / / / /// A1003 W /CAST IRON UD I 'I W 03 0 0 4980 SCALE: 1/2"=r-0 8" 0 MANHOLE 4'--6" TYP. ( JOHN VV. JOHNSON TATE OF WASHINGTON r 1' -10" TYP. MANHOLE 1 1.IIIII111IliIIIJ ;I!i�11111 I!IIiii) i IuIll 9 10 11 NADEINOERM.Wr 12 L 9 5 C Z I POI 0 • iii liiiililuIIuIi {isnlnnl iii 1 11 1 1III I IIIIIIiiIiIIIIIIIIIIII III ,L I • 4' -6" (MIN.) THICKENED SLAB • 0 0 1 MANHOLE DRAWINGS ISSUED FORT PLANNING! REVIEW PERMIT BID CONTRACT DOCUMENT NOT FOR CONSTRUCTION CONSTRUCTION DO NOT USE FOR CONSTR. UNLESS DATED II INITIALLFO -- .- - --�j14 BAR 0 18" O.C. EACH WAY. C-6" r,2N) THICKENED SLAB r CLEAR (TYPICAL) -36" 0 MANHOLE 11 EXTRA FULL LENGTH BAR TO COMPENSATE FOR INTERRUPTED BAR (TYPICAL) 2-#6 BARS, 9' -0" LO. EA. SIDE OF MANHOLE 2 BARS,' EA. SIDE OF MANHOLE 2' O" MIN. (TYPICAL) DATE AP`RO D NHL CHEVRON A J.] REVISIONS EQUIPMENT DESCRIPTION EOU n SUPPLED SY CONTRACTOR SIDE SEAL CAP SIDE SEAL ADAPTOR (BRONZE) PRODUCT TAG HOLDER 12 DIA. LIQUID TIGHT FILL BOX EMCO= WHEATON OPW VAPOR RECOVERY CAP VAPOR RECOVERY ADAPTOR 1'" DIA. MANHOLE !VEN VALVE ASSEMBLY 90% RESTRICTION FLEXIBLE CONNECTOR- TURBINE, PRODUCT TAGS CNI TITEFLEX "SOILSAFE 20" FLEXIBLE CONNECTOR - DISPENSER T1TEFLEX "SOILSAFE 20" FLEXIBLE CONNECTOR ISOLATION BOOT 11TEFLEX ISOLATION' BOOT 16 DIA. MANHOLE 36" DIA. MANHOLE 18 " DIA. MANHOLE MONITOR BOX LOCKING MONITOR WELL CAP 4. ALUMINUM FILL TUBE OPW- 62-- TT4. OPW- 61AS --T- 8076 OPW- 107 --4" OPWI W/ CAST IRON LID OPW- 1711 -T -3 DPW - -1811 AV J OPW -A (STAN IJD) OPW-233-VM ' E16 - R. OPW-753-441.-180 FLOAT VENT VALVE /114110 4, 2 "X24" MALE BY FEMALE MODEL 111393 -�32 =0240. Weireffrf#7,4 1 - 1/2 "X24" SWIVEL MALE BY FEMALE, MODEL 111450 -24 -0240 4,19 11 ®i�0/OI 111-466L-10240 OPW-104-AC (SECURED ` LID) CNI 2388 OPW 104 -MW EM CO- 19 HEA'TON A721 PART NO. EM CO- WHEATON A720 OPW -61 -T EOWMENT, REM SUPPLED BY CHEVRON MONITOR'' TAG FRP TAG TANKS DOUBLE WALL ANNULAR SPACE MONITOR CONTROL BOX CONTAINMENT SUMP PROBE ANNULAR SPACE PROBE TURBINE PUMP PISTON LEAK DETECTOR CONTAINMENT SUMP TOTAL CONTAINMENT WESTERN FIBERGLASS TuK WI LA WA. TAG -41 TAG TAG -- 40 .. 12,000 , GALLOP! ' XERXES- FIBERGLASS O /C- FIBERGLASS API/RONAN` X76S API/RONAN LS API/RONAN' LS - -7 RED JACKET 3/4 H.P. P75 Si 1=-1/2 H.P. P150 51 RED ` JACKET ' 116 -030 SR 4227 CNI 315 -31 -42 FRP5O1 OCO CITY OFTUKWN SY1 PERMIT CENTER BILL OF IUTATERIAL.S OF M1TEALS, TANK SLAB PLAN, SECTION AND TAIL. 12M GAL.'' F. G. 220 STRANDER''bLVD QTY. REVD INSIONAWA NO, « PANEL . ; P1 12 19 , 3W 400 AMP SQUARFCCUD ' ',SY(EFNQEO T D, NEMA 1 MAIN BRANCH LMD 1050 CB: max A 2050 400 CB IG - Airs C AMP RATING wAD 1000 2 POLE U N'EE I NOfI INDICATED SERVES AYP A SP „ 20/2 fl OM DRNI. PIPIT E 20/2 SERVES 1 1/2 HP TURBINE PUMP MOTOR (STP -X) UNLEADED CANOPY H.I.D. FIXTURES 3' 1050 2050 1000 5.' 20/2 1 1/2 HP TURBINE PUMP MOTOR STP -Y REGULAR (STP-Y) 1050 2050 1000 Y CANOPY H ,LD. FIXTURES 20 /2 6 • 1050 2050 1000 8 9 9 20/2 1 1/2 HP TURBINE PUMP MOTOR (STP -Z SUPREME 1050 2050 1000 CANOPY H.I.D. FIXTURES 20/2 10 10 11 1050 2050 1000 12 13 . 20 2 SPARE 1570 1570 DISPENSER COMPUTERS LIGHTING (SWITCHED ` NEUTRA.) 20/1 1 i 14 15 15 20/1 STORAGE ROOM LIGHTS 500 500 QO - 15 17 30 1 SPANNER AND MODE SIGN 2450 2875 425 CARD READER (SWITCHED NEUTRAL) 20/1 18 18 19 ' 30 1 SPANNER AND MODE SIGN 2450 2450 9 0 21 30 1 SPANN AND MODE SIGN 2450 2450 2900 2750 450 300 LIGHTINWPUMP CONTACTOR CONTRO TANK LEVEL MONITOR 20/1 20/2 22 24 24 _L' N 23 MI 30 1 .... SPANNER PANNER AND MODE SIGN 30/1 CANOPY FASCIA SIGNS 2020 3020 1000 COMPUTER LINE CONDITIONER 20/1 • 20/1 SALES AREA LIGHTING 1050 2910 1860 3 -000R MEDIUM TEMP. COOLER 20/1 : 28 29 20/1 20 / DOOR STRIKE & COUNTER RECPTLS 500 740 240 TACC II SAFE '20/ i 20/1 20/1 60/2 30 MEE1 Eti 36 30 34 36 31E1 33 33 20/1 CASHIER AREA RECEPTACLE 180 2580 1900 COFFEE DISPENSER 20/1 CASHIER AREA RECEPTACLE 360 1860 1500 CASHIER AREA RECEPTACLE 35 35 20/1 CASHIER AREA RECEPTACLE 360 5900 5540 A/C CONDENSING UNIT 37 20/1 CASHIER AREA RECEPTACLE 540 6080 5540 38 • 39 ' 20/1 STORAGE ROOM RECEPTACLES 360 15360 500 EXIST PANEL P2 SUB -FEED 175/2 40 40 41 SPACE - 15000 500• 42 TOTAL CONNECTED '.. NN LOAD 0,195 30,600 CALCULATED BUS BUS TOTAL LOADS: PER CHAPTER 2 OF N.E.C. A 40,195. ... CONTINUOUS 0.25 CL - DESIGNATES CONTINUOUS LOAD LML _ DESIGNATES E IGNA TES LARGEST MOTOR LOAD ,.: .:... LARGEST CONNECTED TOTAL C. COMPUTED LOAD + MOTOR LOAD LOAD COMP 11,080 VA X 0.25 + 78 795 ( ) � VA = 94,300 VA C 38,600 ( 50,940 VA X 78,795 AMPERES 0 120/240V 10 = 393 A 4 ' kd5, z a CL CL CL CL CL CL NOTES FOR PANEL SCHEDULES: USE SWITCHED NEUTRAL-COMMON TRIP BREAKER FOR CKT PI--6 & P1-10 SQUARE "D" #QOB220SWN CIRCUITS PI -6 AND PI -10' MUST BE CONNECTED TO THE SAME PHASE. OMIT R f.: USE BREAKERS UL LISTED AS HACR TYPE FOR. USE WITH AIR CONDITIONING, HEATING AND REFRIGERATING EQUIPMENT HAVING MOTOR GROUP COMBINATIONS AND MARKED FOR USE WITH HACR TYPE CIRCUIT BREAKERS. VERIFY LOADS' FOR ALL MACHANICAL EQUIPMENT INCLUDING HVAC. REFRIGERATION AND AUXILIARY HEATERS.' CIRCUIT BREAKER, FUSES, SWITCHES AND CONDUCTORS ` SHALL ' BE SIZED AND INSTALL PER MANUFACTURES ' NAMEPLATE VALUES AND APPLICABLE CODES MANUFACTURERS LIMITATION: THE SUM ` OF Q -LINE BREAKER RATINGS MOUNTED OPPOSITE EACH 'OTHER (DOUBLE-BRANCH CONSTRUCTION) CANNOT EXCEED 140 AMPS. . TI IE DISPENSER LIGHTING AND COMPUTER LOADS WERE CALCULATED USING THE FOLLOWING DATA FOR THE DRESSER WAYNE 390 AND 490 MULTI-GRADE DISPENSERS LIGHTING LOAD = 1.5A /DISPENSER COMPUTER LOAD = 1:5A /DISPENSER PUMP MOTOR COIL = .225A /COIL VERIFY LOADS FOR ALL MECHANICAL EQUIPMENT INCLUDING HVAC, REFRIGERATION, AND AUXILIARY HEATERS. CIRCUIT BREAKERS, FUSES, SWITCHES, AND CONDUCTORS: SHALL BE SIZED AND INSTALLED PER MANUFACTURERS NAMEPLATE VALUES AND APPLICABLE CODES. CL CL CL CL ML CL I 0 16THSINCH 1 10. CIRCUIT BREAKERS USED AS MOTOR DISCONNECTING MEANS PER NEC 430 102(5) OR SIGN DISCONNECTING MEANS PER NEC 000-2(a) SHALL BE CAPABLE OF BEING' LOCKED IN THE OPEN POSITION. 11. PROVIDE PERMANENT TYPE WRITTEN CIRCUIT DIRECTORIES FOR ALL NEW AND EXISTING. PANELBOARDS. DIRECTORIES SHALL BE MOUNTED IN PLASTIC ENCLOSURES ON THE INSIDE OF PANEL DOORS, AND SHALL INDICATE ROOMS SERVED AND ' LOADS CONNECTED TO EACH CIRCUIT. 12. PROVIDE GROUND FAULT CIRCUIT - INTERRUPTER DEVICES FOR PERSONNEL PROTECTION FOR ALL RECEPTACLES IN RESTROOMS AND LUBE BAYS. 4" PVC UNDERGROUND TO UTILITY CO. t3 ALL PANELBOARDS SHALL BE SUITABLE FOR USE AS SERVICE EQUIPMENT AND SHALL BE FURNISHED WITH SOLID NEUTRAL BUS & EQUIPMENT GROUND BAR. 9« PANELBOARDS AND CRICUIT BREAKERS SHALL BE U.L. LISTED AND LABELED WITH A SHORT CIRCUIT CURRENT' RATING SUFFICIENT FOR THE MAXIMUM AVAILABLE ::,SHORT CIRCUIT CURRENT AS DETERMINED BY THE SERVING UTIL!TY COMPANY. SEE ELECTRICAL SERVICE NOTES SHEET E -1. 1 I �'I' 11111 2 'r 3 dt II II .r. .., i�ri* U+ iti `w 'P + F■ MAIN SERVICE SWICHBOARD 120/240V, 1 0, 3W, 400A • �r 400/2 / 400A FUSES SINGLE LINE DIAGRAM NOTES 1. ALL SERVICE EQUIPMENT, INCLUDING METER & CURRENT TRANSFORMER CABINET E , I T RM NATION BOXES, DISCONNECT SWITCHES, AND MAIN CIRCUIT BREAKERS SHALL BE RATED FOR THE MAXIMUM AVAILABLE SHORT CIRCUIT CURRENT AS DETERMINED BY THE SERVING UTILITY CO. 2« #2/0 GROUNDING ELECTRODE CONDUCTOR TO BUILDING STEEL FRAME, U.G. COLD WATER PIPE, INTERIOR METAL WATER PIPING, AND CONCRETE ENCASED ELECTRODE (UFER GROUND). 3. EXISTING SYSTEM MAIN BOND SHALL. BE DISCONTINUED. REMOVE MAIN BONDING JUMPER AND RECONNECT EXISTING GROUNDING ELECTRODE CONDUCTOR TO PANEL P2 ENCLOSURE AND EQUIPMENT GROUND ' BUS. CHECK EXISTING' NEUTRAL BUS AND REPLACE IF NECESSARY TO ENSURE THAT NEUTRAL BUS BAR IS INSULATED FROM EXISTING ENCLOSURES. 4. EXISTING 200 AMP METER TO BE REMOVED. INSTALL BUSBAR LINKS OR CONDUCTORS ACROSS EXISTING METER SOCKET AS REQUIRED. PROVIDE AND INSTALL BLANK COVER OVER METER SOCKET TO BLOCK ACCESS TO ENERGIZED PARTS. ALL CONDUCTORS SHALL BE COPPER TYPE THHN /THWN OR XHHW. 3 1/2" C -6# 250 MCM & 1# 2/0 GROUND. I _ , , I . I H i l l I I I ' I � I I ,I I t 1I . I I I I I I I II .. CLASS T CURRENT LIMITING FUSES #2/0 GROUND. SEE NOTE #2. I 'II 4 5 6 7 8 If PANEL "P1" 400 AMP, 120/240V, 10, 3W. (SEE NOTE 1) I- 175/ 2 5/ 400/2 ) 2 1/2"C-3# 4/0 & 1# 4 GROUND. 4980 o N w HNo O F WNAS JOsN ATE 175/2) I I I I I L EXISTING; PANEL "P2" & SERVICE EQUIPMENT 200 AMP, 120/240V, 10, 3W. (SEE NOTE 4) 11111111111 11111 1 1 III 1111 I I 1 O 11 14AOE M IMNAM 12 NOTE: xf the microfilmed document is less clear than this . notice, it is due to the quality of the original document. O E: 6Z 8.' LZ 9Z 5Z 4 , £Z ZZ !Z Oz 6! 9L /I 9I Sl •4 EI ZI !l 01 6 6 L 9 S Z ! ww 1{ III 11IIIIIII III{ I l�lIIIIIIIIIIIIII III I II II , 1 I I I_ it I IIIIL III lIIIIIIIIIII{I(!II)IILII..lflll IIIIIIIIIIIIII,l IIII{ IiIfIIIIIIIIIfI lIIIIf�IIIIIIlIIIIL I I I I ::... ::.i:3? - ..�"'''vkt. ;•'x7...3 is w�.aan. r_r ws :. •r.a -, ..::....... ,• {II {II II, IIIIf, i. IIfIIIIIIIIIIIIIIII�IIIIIiJllllll lllllllllllilllllllllllll ..a ,�., IIIII1111111 tt: :54'4? !- fir,,+• tS" s. '1. r3,` ti•�' - x G . r r.. a .. . , .. , , . :.. ............. .. .... ..,.. ,.: .d „., •_- x-...sf? ..� J , f ,. ,,t;�' :J:�, rv;'•" �''.'.✓ k . -r+ j'S'.f - �°;�ia`il� v 3�'7:C.f r:- .'[ �:;a « F: Illlliil aew 1 ''Rv.F "W •7I ! x•� , ..;.��" ... .... �'� F. ;:i.t�ci...,_.�r:;.� '✓., "?"£•.5. _:,'!�;•*.�^r`� r. �: ^;i$sC � ftr �� t..t .�•.'::ir ..,, � . sN t'` >:, ., ..5 .". ^�>` 4S •,.,.r alH .... ._.. ,.�i ,. - EXISTING SYSTEM GROUND. SEE NOTE #3 DRAWINGS SUED FOR: PLANNING REVIEW PERMIT BID CONTRACT 00CULENT NOT FOR CONSTRUCTION CONSTRUCTION DO NOT USE FON CONSTR. UNLESS DATED !b INITIALLED ROBERT H. LEE es ASSOCIATES ARCHITECTURE PLAWNINO ENGINEERING 15201400, A £ ti.E:; 91I1t 200 • MM. WA 96005 • (200) 748-467 JOHN It tOHI,O ARONITl • JA$!$ N. R.i CIVIL EIdIIEER 16. OMIT 18. OMIT Chavron i:. GENERAL NOTES i1 1R'v:.- I,iid+P'k �:wJ.i. .: ;U 3 CONTRACTOR CTUR A SHALL PROM ALL LABOR, MATERIALS, TER ALS, TOOLS, PLANT EQUIPMENT, TRANSPORTATION AND ` PERFORM ALL OPERATIONS NECESSARY OR INCIDENTAL TO PROPER ALL "ELECTRICAL EXECUTION AND COMPLETION OF AELECTRICAL W RK" SPECIFICALLY 4 WHETHER SP MENTIONED OR NOT MATERIALS AND EQUIPMENT PROVIDED BY OWNER WILL BE AS SPECIFICALLY NOTED. 4. THE CONTRACTOR IS REMINDED THIS PROJECT: IS A MODIFICATION AND A N N REMODEL TO AN EXISTING FACILITY. EXISTING CIRCUITING HAS NOT BEEN ENTIRELY VERIFIED A THESE DRAWINGS AND SPECIFICATIONS MUST BE ACCEPTED WITH THIS UNDERSTANDING. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS TO ACHIEVE INDICATED RESULTS EVEN THOUGH ALL DETAILS ARE NOT SHOWN. 5. ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH 'THE SIZE AND LOCATION OF EQUIPMENT ARE SHOWN TO SCALE WHEREVER POSSIBLE, ALL DIMENSIONS AND CONDUIT/ CONDUCTOR. DATA SHALL BE VERIFIED IN THE FIELD. 6. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING OF WALLS, CEILINGS, FLOORS, ETC., FOR INSTALLATION OF OUTLET BOXES, CONCEALED CONDUIT, ETC. ALL PATCHING SHALL MATCH SURROUNDING MATERIAL AND FINISH. , OUTLETS, 7 AND TELEPHONE OUTLE S THE EFORETTHY RELOCATE ALL ARE ROUGHED N, AT NO EXTRA COST. 8. CONTRACTOR SHALL INSTALL, GROU SIZE, AND POWER ELECTRICAL SYSTEM PER CODE AND MUST COMPLY TO N.E.C. ARTICLES 500, 501, 510, 514, ETC. 9. ALL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLE 250 AND 501 --16. GROUND WIRES SHALL BE RUN TO ALL LIGHTS, APPLIANCES AND FIXTURES. USE GROUNDING TYPE DUPLEX OUTLETS: ALL MOTORS, EQUIPMENT � � . ... AND CONDUIT SYSTEMS SHALL BE GROUNDED. THE WATER, SUPPLY LINES AND BUILDING METAL .FRAME SHALL BE PART OF THE GROUNDING ELECTRODE.. THE CONDUIT SYSTEM AND CONDUCTING WIRE ENCLOSURES S HALL BE BONDED TOGETHER. 10 CONDUIT ROUTING SUGGESTED ONLY THE MAXIMUM NUMBER OF CO NDUCTOR S OR FIXTURE WIRES IN SINGLE CONDUIT SHALL BE CHECKED PER TABLES, CHAPTER 9 OF N.E.C. ALL CONDUIT SHALL INSTALLED AND SUPPORTED AS PER N.E.C. CHAPTER 3. ALL INTERIOR BLDG. CONDUIT B SHALL BE MINIMUM 3/4" EMT UNLESS NOTED OTHERWISE. ALL CONDUIT IN SALES AREAS SHALL BE INSTALLED CONCEALED IN WALLS, FLOORS, OR CEILINGS. 1 1. ELECTRICAL INSTALLATION SHALL BE IN COMPLIANCE WITH MOST RECENT EDITION OF NATIONAL ELECTRICAL CODE AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. 2. ALL ELECTRICAL MATERIAL SHALL BE NEW AND LISTED WITH THE UNDERWRITERS LABORATORIES INC., SHALL MEET THEIR REQUIREMENTS, AND SHALL BEAR THEIR LABEL WHEREVER STANDARDS HAVE BEEN ESTABLISHED AND LABEL SERVICE IS REGULARLY FURNISHED BY THAT AGENCY. 11. JUNCTION BOXES SHALL BE SIZED PER N.E.C. ARTICLE 370. 12. CONDUCTORS SHALL BE ST S ,� RANDE D COPPER TYPE THWN, MINIMUM SIZE #12AWG. ALL CONDUCTORS SHALL BE CONTINUOUS AND WITHOUT SPLICES BETWEEN JUNCTION BOXES. 13. SEAL CONDUIT SYSTEMS PER ' N.E.C. ARTICLES 501, 510 & 514. 14. CIRCUIT BREAKERS SHALL BE BOLT ON MOLDED CASE TYPE WITH THERMAL MAGNETIC TRIPS AND SHALL HAVE WATER HEATER LOCK OUT DEVICES. CIRCUIT BREAKERS USED AS MOTOR DISCONNECTING` MEANS SHALL BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 15. ALL SWITCH PLATES AND COVER PLATES IN OCCUPIED AREAS SHALL BE STAINLESS STEEL. SWITCHES SHALL BE IVORY. 17. CONTRACTOR TO PROVIDE ELECTRICAL FOR HVAC PER MFR. < SPECIFICATIONS AND ALL STATE AND LOCAL CODES. 'SEE MECHANICAL PLAN FOR EQUIPMENT LOCATIONS AND SPECIFICATIONS. INSTALL HORSEPOWER RATED MOTOR CIRCUIT SWITCH ON ALL MOTORS. 19. ALL EMPTY CONDUITS SHALL BE EQUIPPED WITH 3/16" POLYPROPYLENE PULL LINES. CAP . ALL EMPTY CONDUITS. 20. WHEN IN GOOD CONDITION, EXISTING CONDUIT AND WIRING: FOR CANOPY LIGHTS, SPANNERS, FASCIA SIGNS, AND ` I.D. /PRICE SIGNS MAY BE REUSED. REROUTE CONDUITS TO STARTER /CONTACTOR BOX VIA' ELECTRICAL WIREWAY. RESEAL CONDUITS AS REQUIRED PER CODE. 21. EXISTING CONDUIT NOT REUSED SHALL BE ABANDONED. REMOVE CONDUCTORS, THREAD CONDUIT, & CAP BELOW GRADE. 22. FOR ALL EXISTING LIGHT FIXTURES (INTERIOR, EXTERIOR, SHOP, CANOPY, SOFFIT, YARD, ETC.) THAT ARE TO REMAIN, :, CONTRACTOR ` SHALL RELAMP WITH NEW LAMPS, CLEAN FIXTURES, REPLACE BROKEN OR DISCOLORED LENSES, REPLACE DEFECTIVE. BALLASTS, WIRING : AND STARTING EQUIPMENT AND VERIFY THAT ALL FIXTURES ARE IN PROPER OPERATING' ORDER. REVISIONS SING UNE DIAGRAM PANEL SCHEDULES & GENERAL. NOTES 220 STRAWDER BLVD. TUKWILA,: WA. SCALE: AS NOTED DATE: 9 /) /%i.. DR. CH. 5.3.K,' APP. 5S. #:1.SS1 JOB# 8572 E Chevron USA. Inc. Marketing Operations Seattle RECEIVED CITY OF TUKWILA SEP 1 9 1990 PERMIT CENTER CNI • ,F .,•,L. ".,h .x yix b,✓,..'.; r'.`al°`4i.'Le 'rN,i?r;`/.'%. r .; `.1,4,%ne6ri+ *: .tt, .'�.i7..;. 5�'; �1::1!�'.�`";i:.4` »Sv". rr ..'•'1;i^',f",�"''_S':J: ^'r; 3 CONDUCTORS EA. #6 BARE COPPER SUPPLEMENTARY GRD. IF REQUIRED BY LOCAL CODE. INSULATED BUSHED NIPPLE($) FOR CONDUCTOR PROTECTION .-�" CONDUIT SEAL(S): CROUSE— HINDS EYS2 SEE ELECTRICAL. SITE PLAN FOR CONTINUATION 3/4" CONDUIT(S) SIGN OR YARD LIGHT COLUMN FINISH GRADE LINE NOTE: INSTALL PLUG UNLESS CONTRACTOR IMMEDIATELY INSTALLS ND RUN REMAINING . CO YARD L1GHT-S1GNCONDUIT ENIRYDETAIL SCALE: NONE INSTALL (2) TRANSFORMERS GE = 120 VAC. 'E = 24 VAC. = 980VA. MEETING THESE TRIC RELEASE LATCH STRIKE: F ' PUSHBUTTON SPECIFICATION FURNISH & INSTAL FLUSH PLATE W /PUL FURNISH AND INSTALL NOTI SUPPLIED FROM SEPARATE S ALES I YARD H M1 15A 1 --120 VA 1 71- -1 CONDUIT VAC 214 STAINLESS STEEL ARNING- TRANSFORMER CIRCUIT ES BUILDING PANELBOARD ". DOOR RELEASE LATCH OMEN I..EASE LATCH— V‘: Z` 7 ESTROOM DOOR RELEASE WIRING DIAGRA 0 16 TN* INCH 1 2 -- UNISTRUT #P10018 LENGTH A/R UN!ST•RUT P1204 SHOWN, SIZE ` A/R I &1� == 8 UNISTRU P11 i 3f3 S HOWN,SIZE A R • CONDUIT ELEVATION ELEVATION LI I I 1 1 , I Illy III `I I : 11 . l I 1 I 1 I! 1 t 1 . _ 1 1 milli. Ii , I i l � - I I ' ; . I I111II I I I I I I I I I ►11 IiII11 i I li { 1 3 4 5 6 7. .. NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document, 'z IZ OZ 6I Ilf►IIIII III 1111IIIII BLDG. FLOOR 8I LI 91 5I i1 CI ZI II OI• S I IIIIIMIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIII111111Illilllllilll llllillllllfl11IiIJII�iI `'F,: �a. P� r� �p, Yj`� f ti. �rT� '" :,�.e J r 4 ` ° ✓r*� �� •^�=! �•".�35 ; �; r z" �.a N e _;+3� .:h�;., �sKJ'Y:.: r�. '1:.�'s"f , �}a _. .t h+e��' `'!'I.�G. r3:..ay..it�:. ,E•5 >;i,. �� l:i ROOF DECK BOTTOM OF FACIA 1" a THROUGH -- BULKHEAD FITTING(S): MYERS CAT# STTTB -3,. W /1" MATTING RIGID CONDUIT NIPPLE Li 1" RIGID PVC CONDUIT(S) SEE ELECTRICAL SITE PLAN FOR CONTINUATION CONDUIT RISER DATA + POWER 3/4" UNION CROUSE HINDS CAT. # UNY 205 (TYP) 3/4" SEAL FITTING CROUSE HINDS CAT. # EYS 26 (TYP PLAN Y -Y 1. DIMENSIONS SHOWN ARE FOR DRESSER WAI'NE 390 DISPENSERS. VERIFY MANUFACTURERS DIMENSIONS. 2. VERIFY ORIENTATION OF DISPENSERS PRIOR TO STUBBING' CONDUITS. SCALE: 3/8 " =1' -0" DISPENSER SEAL RMC UNDERGROUND PVC CONDUIT SHALL BE USED ONLY AS ALLOWED BY N.E.C. 514 -B EXCEPTION NO.2 AND APPLICABLE LOCAL CODES. VERIFY SUITABILITY WITH ALL APPROPRIATE AGENCIES. PVC CONDUIT SHALL BE. SCHEDULE 40 OR HEAVIER WITH ALL PORTIONS' BURIED MINIMUM 2" BELOW GRADE. NOTE: AT LEAST 2' -0" OF METAL CONDUIT TO EXIT GROUND TO SEAL FITTING. PER N.E.C. ARTICLE 514 BUILDING SEAL RMC ELECTRICAL snm 'A - NORTHWEST w LA • C. PLANNING REVIEW PERMIT BID CONTRACT DOCUMENT JOHNW.JOHNSON NOT FOR CONSTRUCTION STATE OF INASHiNuTON' 1 CONOPY COLUMN DETAIL 1" GALV. RIGID STEEL CONDUIT(S) CONTINUOUS FORM CO! UMN UNTIL CONDUITS ARE 24" BELOW' GRADE PVC TO THREADED STEEL ADAPTER 1 11 , 711 . 11111 1111111 ( 111111 9 a 10 11 rdAsn .., TYPICAL MANWAY ACCESS COVER 1" CONDUIT SEAL FITTING(S) INSTALL NO COUPLINGS BELOW SEAL FITTING(S) & ABOVE PUMP BLOCK FiJISH GRADE -- 3/4" RECESSED CONDUIT PLUGS: CROUSE— HINDS #PLG2 JUNCTION BOX ` WITH (4)_ 3/4" UNION -HUBS: CROUSE —HINDS #GUAH77775 • c I "NO IIIILIilfllilllllilll lll�IIIIIIIIIIIIII ,.. 3/4" CONDUIT(S) SEE ELECTRICAL SITE PLAN FOR CONTINUATION 3/4" SEALING FITTINGS: CROUSE- - HINDS #EYS2 PEA GRAVEL BACK FILL SCALE: NONE DATE TOP OF CONDUIT N AP ROVED 9M 4 RECORD DRAWING ROBERT H. ICE tlit ASSOCIATES ARCHITECTURE. PLANNING ENGINEERING 1010 taori AVE. 1t,f„ VAX SCO • DEMME. VA 0$00 • (M) 7* .4311 c . Jong z torrro� AIGNITrCi " :! PVC CONDUIT DETAIL Sa ito: -7`'r 6" WIDE YELLOW MARKING TAPE ALONG ' TRENCH. ALLEN MFG.# AMT - 1006 —RE. NOTES: 1. SAC< - ILL'' AND COMPACTION" FOR ALL CONDUIT TRENCHES TO MEET N STATE CITY COUNTY, AND LOCAL •- REQUIkEMEI'JTS. 2. BACKFILL AND LATERAL COMPACTION FOR SERVICE LATERAL' CONDUIT TRENCH TO MEET ' LOCAL ELECTRIC MIN UTILITY COMPANY REQUIREMENTS. IF SOIL IS NOT ROCK FREE, ADD 4" TO DEPTH OF SERVICE LATERAL CONDUIT TRENCH. BACKFILL MATERIAL: PEA GRAVEL (TYPICAL) BELOW CONCRETE OR ASPHALT GRADE COVER. SEE NOTES 1 AND 2. SCALE: NONE SCALE: NONE :Sr: >�.�l�w� ° • �i-. - «.'.• . '. •; �,�, ?n...d n !�' x J..._...:rca ... ..... ; e � J G�SYei+ .wit k��K;Ye.,ya t BILL OF M8TERIR MARK OTY FUNCTION MFGR' CAT . u TYPE DESCR I Pi ION 1 1 ENCLOSURE PEP AFMP NEMA1 8 3/4 X 11 1/2 X 6 ALUM. W/SUKB PANEL 2 4 INDICATING LIGHT SOD 02V2G 9001 SQUARE GREEN LENS) PILOT LIGHT BEZEL 3 TRANS. LIGHT' MODULE SOD bTSD 9001 TRANSFORMER LIGHT MODULE LAMP HOLDER 4 BULBS SOD 22r, 900 GV LIGHT BULB 5 DOOR :STRIKE SOD 02E1R 9001 TOGGLE SWITCH CONTACT BLOCK SOD DAM 9001 CONTACT BLOCK 7 3 SELECTOR SW. SOD D2G2S 9001 2--POSITION MAINTAINED 8 3 CONTACT BLOCK SOD DA10 900 CONTACT BLOCK 9 OPERATOR SOD KR9 9001 PUSHBUTTON OPERATOR 10 3 CONTACT BLOCK SOD KA3 900 N.C. CONTACT BLOCK 11 1 PUSHBUTTON SOD R2] 900 2 1/4" RED MUSHROOM HERE P.B. 12 ADAPTER SOD KS4A0P 900: PUSHBUTTON ADAPTER 13 1 PLUG HOFFMAN 1AS075SS PLUG STAINLESS STEEL (FOR FUTURE CAR WASH) 14 2 TERM., BLOCK BEAU 14015 BOO: 15 - POINT TERM BLOCK 15 MN MARKER BEAU MS140 15POINT 15 -POINT MARKING STRIP 16 TRANSFORMER SO D 120AC/24DC 9070 120V TO 24V DC. 25vA TRANSFORMER c A ...sLogysi PRODUCT X ') ( PROOUC1 Y ) ( PRODUCT 2 SEE 'NOTE 10 ) SEE, NOTE 10 ) SEE NOTE 10 PUMP PUMP PUMP DODR SIGN STRIKE LIGHTING OFF ON OFF ON Pi I it EE I 01-1 , ROWER, INC. BELLE CHASE. LA. N3 ., USE COPPER WI RE, ONLY MAX . VOLTAGE FOR PILOT .' LIGHTS 240VAC . MAX . WATTAGE FOR ' 6V/ 1.21/4 . MF1 X . AMPERAGE FOR SELECTOR Skii:TCHES 30 AMPS MAKE , 3 ' tt. M r' S 8 fREAk , I Q AMPS 'CUNT . COLOR 4 V*114X44 1ST LINE 2ND L ;NE PUSH TO STOP A PULL TO LATCH PULL TO START 6 1 -"c7e.k.'-'77',$-:ieNfFiW.;.?•'S,'2,P:te4 oc 6Z E',C 9Z 9Z +/Z E I I I I I ZZ OZ IL 13l LI 111111111111Il1 I 1T! [1111411 fj1JI1Il 11 11 1 111 1 1 H111 — 1111 6 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 91. 9i I Cl et • Li. at, 6 5 3/4" XFMR 111,1111111111 111 . ' 10 11 )0DENoub.xf 12 l i , qt 1 9 9 " +7 Z Z L Pm 0 mbilind4111141011,111011thili#11.1010111 CONNECT DNS I SHOP BY FIELD WIRING ELECTRICIAN EXCEPT WHERE NOTED MX1 MX2 MY1 MY2 MZ1 MZ2 MAA1 MAA2 P2-9-CE1-2 P2-9 RECORD DRAW, MX 1 MX2 MZ1 MZ2 MAA2 P2-9-CE 1-2 P2-9-CE 1-1 P4-KS-4 :S-POINT TERMINAL BLOCK TYPICAL FOR 2. 1 . U .L . COMPONENT RECOGN I ZED . 2 300V 30AMP, t112 AWG 125° C MAX . SERVICE TEMPERATURE PFAU (.A7 .P 14015. DRAWINGS ISSUED FOR: PLANNING REVIEVV PERMIT BID CONTRACT DOCUMENT NOT TOR CONSTRUCTION CONSTRUCTION DO NOT USE FOR CONSTR. UNLESS DATED & INITIALLED P4-KS-2 P4-,KS-3 P2-9 P2-9 NEG 24V DC XFMR RECT. P2-11-2 (JOHN W. JOHNSON. TAIT OF WASHINGTON DOOR STR I E SIGN (120V) LIGHTING ( 120V) kkr , .....a !aati•46:41iriA L 1 :0o 240V- CIRCUIT NOTES : SWITCHES SHOWN IN OFF POSITION ROBERT LEE St. ASSOCIATES ARCHITECTURE PLANNING ENGINEERING 1540 14441% Ail. 14.f. RIME 2co atuatk, vA Sem • (200 7 46 - 447, I._ JAI_ I IL 1 A tAtili111_1111 1 . ENCLOSURE SHALL BE 5052 ANODIZED ALUMINUM . 2. PANEL DESIGN . MATER I AL 'AND WORKMANSHIP SHALL COMPLY WITH LATEST EDITION OF THE ANS1/NFPA TO NEC AND APPE I CABLE STATE AND LOCAL CODES AND SAFETY ORDERS. 3, PANEL , INTERCONNECTION WIRING G CONDUCTORS SHALL BE SIZE ACCORD! NG TO TFiE AMPAC I TY OF THE SWITCHESP L GMT'S. ' AND PUSHBUTTONS. - 4 . I DENT I F Y PANEL I NTER'CONNECT I ON WIRING TERM I NAT . USE SP RAL WRAP CABLE LOOP ' BETWEEN . StJB PANEL AND INSIDE SURF OF DOOR s 6. ALL WIRING G SHALL BE n16 TYPE, SI S., VW1 , RATED, . AND 'UL' LI STE! 7. A SINGLE PROTLCTI VE DEVICE MUST BE PROVIDED 'BY 'ilNSTALLER. .8. MAX I MUM LOAD SHALL NOT EXCEED RATED- AMF'ACITi' OF 9. FRONT DOOR OF PANEL SHALL BE SILK SCREENED' PER DRAW I NG 10. LABEL ` W I T H 'ACTUAL PRODUCT NAME ( IE SUPREME PUMP,. „ UNLEADED PUMP. ETC . ) . 11 . REQUIRED FOR ALL CAR WASHES EXCEPT RYKD TH ,C010E48-" 'REVISIONS DISPENSER LIGHTING (120V) DISPENSER EMERGENCY SHUTDOIIN PUSH TO STOP PULL TO START SHOWN IN START POSITION CAR WASH EMERGENCY, STOP 1120V 1 ." PUSH .TO, STOP PULL: TO START SHOPiN IN START :POSI TION RECEIVED CITY OF TUKWILA, SEP 1 9 MODIFICATION or EXISTING CANOPY CHEVRON U.S./X.11\1C. SERviCE STATI‘,I, 1557 220 STRANDER BLVD-TuKwILAsvvA. SCALE: AS NOTED APPROVED BY: ,,, DRAWN BY As.r.i. • DATE : 8-21-90 REVISED .. . DRAWING NUMBER .1Y 90 17 — 1 pF1 r • 4. " • . ;.; - : "$4; '1' - eeeetagYV, 4r11,,,Oree,4 4.4 414.4,4,4A 1.3,4,5X■r..140,C.:•ert,I.:04.-.0t*,^.4.13,1,,t,‘Vrtirti),,V14,n.',.,,54,140.V0.-1,,,A.f.,...0,0,,i,i,,,,,,A,A, 1ST Ts 18 x x NEW TS 8)(4 NEW 58x•1 - 0 _ 4, ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF ALEX N. KOLLIAS L ASSOCIATES 0 COPYRIGHT 1990 lexessaxmormemmommexessam. artaerstasmarsa.. Z4 X se PRINTED ON NO. 1000N CLEARPRINT • PILL OTWN OUTRIG w/NEw ROOF DECK VY/4 I 13SG. TY P. (4) 5IDES OF C/ EXIST. CAs1TOPY 33 TUBES .4)4'3 >c C;/ OUTRIG:CiaR5 2. 0.C. - 14 -6. ROQF RR-AIMING PLAN 11 , I x 5T. 1)01.113LE 109 SCH. 2.0 co myP (4) PLACES x41 1 1_ 611 ELEVATION agy_v T59x4 Typ. - 3 SIDES ALL TLIC35 To TUBE CONN'S REMOVE EXIST. PASCiA (4) SI DES OF CANNOWY 1111111111 111111 I 1111111111111111111111VI1 16711° INCH 2 4•43 4 0 H EXIST. F-"TC•15 TYR ( OC 6Z 04 L.Z 02 9Z f73 : CZ Ze Le OE 6L et L.t 91 111111,1111010111,1111111ill I !ifililli1111111111 11 , — - ' "-,? TYPICAL ALL OuTRIGGEF?= NEW rzAS.0 IA 13Y STEEL MFGR EXIST PAc-)CIA F3r EmovE:. PLACE NEVV A5 5 EC " f. 11111111 1111111111 II 1111111, 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than chit: notice, it is due to the quality of the original document. f 1 H 4 'TYR ;3)Si 12:I'ES 71.011.• ...ow wow.. E X15 T. I )e I It OUT RIG.C..GrS' CaZ 4 NEW, FASCIA SOPP BRACKETS BUILD w/4.'5 x2"x18 c*A. GAO/. SPACING ca 2 2 PLACE AT TOP OF OLITRIC.ERS NEW FLA5HING • ECTION 1NEw FASCIA SUPP BRACKETS 5A0E AS SEr.:, () GENERAL NOTES SCOPE OF wORK: L TO RE IAC)VE EX I SY: 12" FASCIA 4 ) , . . REPLACE WITH N W OF 42"Dr-.EP. 2. TO FILL OPNG5 13TWN ouTRIGRs w1TH MtW 3. NO STRUCTURAL CHANGES TO THE exis STRUCTURE. 4. PLACE NEW STRUCT; FRAME ^BOVE EXIST. TO S PPORT THE A\DDITIONAL. I. CODE: DOC 19S! ? EDITION. 2, LIV5 Lop,r)s: Rocw wIND:: 80 MPH, EX POS6:k v `r3". Z. TUBING: USE ASTM A446, GRADE; ‘`C", Fy Ks). 4. WELDING: A.Lt.., WELDS SI-tALL BE I>ER FORMEP A, WAG() CERTIFIED WELDER USING AwS D1.I E'lQxx ELFCTRObS. ALL WELDS TO IBE MIN VIG FILLET WELDEDS, UNLESS- OTHER-WISE NOTED. 5: BUILD NEW Roor PANE wITI SHEET METAL. ASTM A446 GRII.DE "A", F 3 3 KSI, WITH ..ci R1135. IRC NO so PE GRAWINGS. 7. ALL CAM ENS1ONS MUST 13E vERIFIED IN FIELD PEFoRE FABkICATION • B. CALL NGINEER (2oa) 2/34-0141 IPTHERE_ IS A STUCTURAL DISCREPANCY' BTWN Exts GTRUCTURE A.ND THIS ESRANA/ING. 111111111111111111 I 1111 I II I 1111 I 10 11 mAlleiNBER 12 1 91 +A et Zt. IA 01 6 9 Z. 9 7 i -- 0 I. =I III! I 1 I I 1 I IIIIIIIii:0 Ho oiiii) J;;;:6;j.. 4, 1.1,„,11! III, 'III Illimull liphill millill m111011110 1111 01161 %*,-,..,,,,,,,,,—,,,, ,--,,,,,,,t , 2 -- ,,, --.:.• , ..4 , -,;, , :, , ,, ,, ...-.b.‘,.. , ..i...: , -; -. ...., .",...,., .,.. ,(-.•' .5.0"::' .,- ' .... , NEW 22 GA. GALV. FLA'SH I NG TIP ( CANOF'Y NEW TS8x-1 sg; EXIT. GUTTER TO F-41AIN 5 L • i5 r - j 1 4 6 172.0 ALL SU Pl?13 RACKETS NEW TS ax" 11EXIS G 10 RE Mt-NIN T. UTT IZ NEW TS 1:3%3 X RU X IST.TS4x3 l Vt. EXIST. Ts 18x SECTION • NEW T5 4x c ,r Ex! sT. Ts4w3x il GA —1 ouTRIGG r-, (D- 2 0.c. X 1 T. PO) pEck EXIST. TS 113x exk," ALEX N. KOLLIAS ASSOCIATES CONSULTING ENGINEER / STRUCTURAL • CIVIL . 210 amen Street, Seattle, Washington 98109 /Phone (206) 2844141 EXIST 75 4s.3x IIGA - Ty n.ycAL ".eoveaA: EXIST COLS 2!--6 2.'.-8" c.c. 1 -G" 1 OR 2 2 --g 0.c. SECTION l 1L0'• — NW 1 5 C) 'SEEM W/754 x 4 t.Y16 x2-6' LONG lt,R EQUAL TY P. 131 RECEIVED CITY OF TUKWILA SEP 1 9 1990 PERMIT CENTER - .'4;;e4 , ;;;;;4:. 2 " - ;;;- . . • GENERAL IRRIGATION LEGEN SYMBOL iAA�IUI`ACiIIRfR MODEL. N O. DESCRIPTION REMARKS P.O.C.• POINT OF CONNECTION AT EXISTING WATER MAIN �J FEBCO y¥ 1'• DOUBLE CHECK VALUE BACKFLOW PREviSN TO CITE CODE. �•.,� BRONZE BALI: VALVE, TO UNE SIZE. ,: IN VALVE BOX: SEE DETAIL NM= MEM SEMI PVC SCH. 40 MAINLINE SIZE AS NOTED 18 COVERAGE ® TORO ; . . ELECTRIC VALVE ASSEMBLY SIZE AS NOTED IN VALVE BOX, SEE DETAIL --- VALVE /STATION NO. -- -- MIN. GPM REQUIRED R- `MIN. VALVE SIZE CL 200 PVC LATERAL UNE, SIZE AS ` NOTED 12" COVERAGE PVC SCH. 40 SLEEVE SIZE AS NOTED 18" COVERAGE 120 TORO ' 15-12Q 15—H iv spRAY;H ON TORO ~ 5700 -4P BODY AWN FI:USH W/ GRADE ® TORO 570 SERIES 10 -QLA 10 -HLA 10' SERIES SPRAY HEAD ON TORO 570C -12P BODY SHRUB PLUSH W GRADE A B TORO 570 SERIES ESQ— LG- FSH -LG -PC 7'. SERIES SPRAY HEAD ON TORO 570C -12P BODY /SHRUB FLUSH W/ GRADE a S TORO 570 SERIES 4 —EST - 4— SST —PC SIDE STRIP & END, STRIP SPRAY ON TORO 570C -12P BODY /SHRUB FLUSH W/ GRADE EI TORO VISION II 189- 66-12 AUTOMATIC CONTROLLER, 6 . STATION WALL MOUNT . GENERAL IRRIGATION NOTES 2" SLEEVE 1 ° SQL 4O, PVC CONDUIT TO UT BUILDING AT LOCATION SHOWN. SEE SHEET A -1. , DIRECT BURIAL OF WIRES IN PLAN1ERS, BUNDLE AND TAPE TO MAiN YIHENEVER POSSIBLE. to INS INCH p-- , SLEEVE 3 STRANDER BLVD SCALE: 1 "_ 0 ,_ 0 " 3/4' . " 1 1 /4 «-- mom 3" SLEEVE " SLEEVE 120' N--- 1" 'NNE SLEEVE APPROVED RHL ROBERT: H. LEE £C ` : AssOOATES 1647 14010 Alt. N WC 260 PLANKING ' Ei WA 4ACC 8 ! (2) 7 4 5 6 7 8 NOTE: If the micrafilmed document is Less clear than this notice, it is due to the quality of the original document, • I I�I I I i t �, 8Z LZ 9Z GZ +'Z CZ Zi; iZ 6L 8: Lt 9t GI bt CL Z i ,(�In �ii. iln � �i lilllii �iiiliiiiiii1liiiiiiiil ,ii1�i;lil�1ii�lt�ilii TILL,, IiiIIPIlili�li 1_ iillnilitilliiii�1iiilli�iliiiil�ii�Iiliili .�1iiiiili!ii�i!Illiii11i Lt i 1 I ( I :. ��. � �� : > Ili l.nlliiiiliiitliuilcniliiiiliii � Il�l.11li,��.linii ,,. � :`. rt.i l�i+ .� . ..,:�. 1�.., �.�...�'.,..,, .• '�: -. G .�+3? �C.� "s! "! 'f.[ a�'� . . , - r , ..- - •...w•.,.> � ..., :,�., r- ...,.. - v ...• :, r .._ ...L- .?'? T 90^ .. ��i ,, . �%'e_. '?.�r'^R�'kKr. , :,f.:' .3`�? L....c� < <F� _ . },�.. ..'�s��.9�°:'3;rr� r 3.� ; ;1i,) r j`'`�.- ac+tt�. �.,r.r' �+�"'' :n;:. r rh REMOVE FROM (4.4N ....hsa: -:k`w ^, T : %"G%Y'n; s':':" -:fir' - ti:kd0 + r. S 8S' 45' 58" E 150.00' 0 0 0 GENERAL REQUIREMENTS: 1. ELEMENTS,OF,:.;THE GENERAL, CONTRACT CONDITIONS ARE APPLICABLE TO THIS WORK. ANY , , DISCREPANCIES OR INCONSISTENCIES NOTED SHALL BE IMMEDIATELY BROUGHT. TO. THE ATTENTION OF, THE PROJECT ENGINEER FOR RESOLUTION. IF A' DISCREPANCY EXISTS BETWEEN WATER PRESSURE TESTED ON—SITE AND NOTED ON PLAN, CONTRACTOR SHALL IMMEDIATELY' NOTIFY 2. ONTRACTOR SHALL BE LICENSED AND MAINTAIN A QUALIFIED SUPERVISOR ON THE SITE AT Atl. CONTRACTOR QJECT. ENGINEER. , TIMES DURING CONSTRUCTION A , • 3. ALL LOP ,ALE, AND STATE RULES AND REGULATIONS ,PORTION OF THIS WORK `ARE; HEREBY INCORPORATED INTO AND GOVERNING OR RELATING TO ' OF THESE ,SPECIF1CATiONS, THEIR ; PROVISIONS ,SHALL. BE CARRIED OUT BY THE' CONTRACTOR 4,, FURNISH AND. INSTALL ALL MATERIAL 'AND 'EQUIPMENT PERTAINING TO ,THE IRRIGATION,. SYSTEM. ANY REQUEST FOR SUBS1ITUTION OF MATERIALS , BE MADE,IN,,,WR��LING TO THE `PROJECT ENGINEER PRIOR TO THE SUBMITTAL OF BIDS.. UNAUTHORIZED SUBS11TU71ON„ OF MATERIALS SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT WITH SPECIFIED MATERIALS., 5. CONTRA SHALL MAINTAIN DURING CONSTRUCTION. "A' COMPLETE SET OF, .BUILT DRAWINGS. THESE ; DRAWINGS. MUST ,SHOW LOCATIONS OF ALL. PIPING, ` HEADS AND VALVES !,��ECORDED,BY ,A 6. QUALIFIED DRAFTSPERSON. PROVIDE A PHOTOSTATIC REPRODUCTION, OF REDUCED. TO 8 1/2 " ., X 11 AND LAMINATED IN PLASTIC AND SECURELY ATTACHED TO THE INSIDE UD OF' CO MPT Y REPAIR, ANY DAMAGE TO' ADJACENT FACILI TiES CAMS ED BY IRRIGATION SYSTEM WORK 7. SYSTEt ONS. CO REPAIR "1T TH EXPENSE. OPERA D(-_'SLGN IS ST BASED OF ON PSI E AVAILABLE CONTRACTORS AT IRRIGATION POINT OF CONNECT!' ONNECTION. B. MATERIALS AND INSTALLATION 1. PROVIDE ONLY NEW MATERIALS YP1THOUT FLAWS OR DEFECTS. 2. DELIVER, STORE AND HANDLE MATERIAL TO PREVENT DAMAGE OR DETERIORATION. 3. EXCA VATION AND BACK FILL: A. ALL„ BACK ' FILL MATERIAL. SHALL BE CLEAN' SOIL FREE 'OF STONES, 'ORGANIC MATTER AND DEBRIS. . ALL TO MATCH „; GRADES. ANY SETTLING' OF SOIL SHALL BE FILLED TO B. NO P PESDSHALL BE INSTALLED: PARALLEL AND''DIRECTLY OVER ANOTHER UNE, MiNLWIUM CLEARANCE FOR PIPES SHALL BE FOUR INCHES. C. PIPE DEPTHS SHALL 'BE AS FOLLOWS: PRESSURE MAIN UNE 18” MINIMUM' COVERAGE LATERAL UNES — 12" MINIMUM COVERAGE DRIP ONES 6' MINIMUM:: COVERAGE DIRECT BURIAL CABLE - 12" MINIMUM' COVERAGE SLEEVES .: — s 18" MINIMUM COVERAGE 4. CONTROL CABLE AND CONTROLLER: A. CONTROL' CABLE SHALL BE. MINIMUM . OF #14 DIRECT BURIAL' CABLE. B. INSTALL CONTROL' CABLE IN PIPING TRENCHES WHEREVER POSSIBLE. BUNDLE- AND TAPE WIRE TO UNDERSIDE OF EVERY TEN FEET. WHERE NECESSARY ., RUN PIPING IN SEPARATE' TRENCH'- WITH' MINIMUM' OF' 12 "' COVER..- iNSTAL L WIRE WITH ENOUGH. SLACK TO 'ALLOW FOR THERMAL EXPANSION AND CONTRACTION, OF THE PIPE. C. `. PROVIDE SUFFICIENT WIRE SLACK AT VALVES TO ALLOW RAISING ' VALVE BONNET CR SPUCE TO THE SURFACE' FOR - REPAIR' „WITHOUT DISCONNECTING - THE` WIRES. D. NO IN- UNE SPLICES. : WIRE RUNS TO BE CONTINUOUS. WHITE WIRE : TO BE COMMON. • COLORED ° TO BE CONTROL A. E. CONNECT EACH CONTROL VALVE TO ONE STATION OF CONTROLLER. ' CONNECT CONTROL VALVES TO COMMON GROUND. F. ALL WIRE, CONNECTIONS TO BE WATER TIGHT CONNECTORS. NO TAPE CONNECTIONS. t G. INSTALL CONTROLLER PER CONSTRUCTION DETAIL. 5. ` VALVES : AND VALVE BOXES: - A. 'ALL REMOTE CONTROL VAL1i1 SCI-1 40 PVC PRESSURIZED MAIN LINE — ' inPJD . ^,AT =.VAT r, 5. 'HAT I: BE INC TA i ED Pi'" s iartiv :.`, SPECIFIED IN THE 'DETAILS AND OF PROPER SIZE FOR' EASY ACCESS. INSTAL VALVE BOXESc A BASE OF GRAVEL AS NOTED ON CONSTRUCTION: DETAIL. LEVEL_ BOX' TO MATCH EXISTING ADJACENT .GRADE. C. STENCIL VALVE # ON ER DESIGNATION N PLANS. TOP OF BOX P DETAIL G . INSTALL VALVES PER CONSTRUCTION DE . PLASTIC PIPE 6. NATION A. PROVIDE FOR THERMAL EXPANSION AND CONTRACTION OF PIPE "BY SNAKING PIPE , SIDE TO SIDE IN' TRENCH.' USE' ONLY` SOLVENT WELD' OR SUP SEAL JOINTS. SEAL`' CONNECTIONS WITH. TEF1ON'TAPE. PRIMER PRESSURIZED JOINTS; PRIOR °O00 � ALLOW JOINTS TO SEAL FOR 8 HOURS BEFORE PRESSURE IS APPLIED T04 T� ' : '.` LATERAL UNES DRIP ONES -- ALGAE RESISTANT BLACK POLYET}IYLtNE .HO PVC FITTINGS SCH ' 40 PVC Ii : rnl PVC RISERS AND NIPPLES — ' SCH 80 PVC � { 7. FLUSH.;'TEST.'AND' ADJ SLEEVES — SCH 40 PVC UST: % A. AFTER SPRINKLER PIPING` AND RiSERS ARE, INSTALLED AND BEFORE SPRi , .; j r ' l v ,t • N "”' INSTALLED , nnru CONTROL VALVES' ..... .- ....... OUT SYSTEM WITH FULL ARPROUED — CLASS 200 PVC, B. PERFORM SYSTEM TES11NG ' UPON COMPLETION OF EACH SECTION. MAKE REPAIRS.; AND RETEST AS NECESSARY. PRESSURE TEST ALL MAINLINES IN THE PRESENCE OF'THEPROJECT ENGINEER UNDER FULL PRESSURE FOR A PERIOD: OF ONE HOUR PRIOR TO BACKFILUNG. REPAIR AND-RETEST AS NECESSARY. C. ADJUST SPRINKLERS AI ittt INSTALLATION FOR ADEQUATE DISTRIBUTION OF WATER OVER THE COVERAGE AREA. ADJUST` SPRINKLERS TO AVOID THROWING WATER ON BUILDINGS AND FENCES. ,.j D. TES'( AND DEMONSTRATE CONTROLLER` BY OPERATING APPROPRIATE DAY, HOUR AND STATION SELECTION FEATURES AS REQUIRED TO ACCOMMODATE PLANT REQUIREMENTS. 8. SPRINKLERS: A. ; LOCATE SPRINKLERS TO INSURE PROPER. COVERAGE OF SYSTEM AREAS AS INDICATED ON DRAWINGS.' DO NOT EXCEED SPRINKLER' HEAD SPACING INDICATED ON DRAWINGS. 9. CLEAN -UP: A. PERFORM. CLEANING DURING INSTALLATION' AND UPON COMPLETION 'OF'WORK. SITE ALL EXCESS MATERIALS, SOIL DEBRIS, AND EQUIPMENT. AIN AND 10. MAINTENANCE TENANCE AN GUARANTEE; A, MAINTAIN IRRIGATION' SYSTEM UNTIL FINAL ACCEPTANCE OF JOB BY PROJECT ESNIGIP!EER. REPAIR OR REPLACE DAMAGED OR DEFECTIVE MATERIAL` IMMEDIATELY. ADJUST AND RESET ACCEPTANCE. S S NECESSARY MAINTAIN OPTIMUM' SPRINKLER COVERAGE. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE . YEAR FOLLOWING PROJECT Chowat x r' �{�,� *,. ; r3skr mxs, w"' r.. it >M'. ' . .a TiG 1...7'Y�`�;5`�x�..,�.^ -._ .a '•/'••• e VA BULLNOSE (TYP. PROVIDE TOOL JOINTS ® IO' -O" O.C. TYPICAL. I I I I I I II11I I + 1I1I1I,I1 `ti 0 to nib INCH 1 2 3 FINISH GRADE Ill II ,. III LI1I1 I` .I r : id 11 I Ill" IIL, 1, l 4 5 6 7 NOTE: If the microfilmed document is Less clear than this notice, it is due to the quality of the Original document. 06 6Z 86 6Z 9Z SZ bZ CZ le 0? 61. 91. ZL 91 2l •il CL Zl tl p(, 5 9 , 1 .I II 1I ff 111 IIIiiIillllll�IlLiIIIIIIIIIIIIIIIIIfIlI {Illllllllll {fll!IIIIIi!!1i1 1111! lll�l !11lIIIIIIIC11lIIIIIIIlIIIIII !1111 I I I I I I I I i �II . , 11 I (I 1 1 1111 ; 111111111111 t1111111101111h111 11 111111lI ni111ll,ilil1111IIIiILl,lll c: ,a% .a' ,,.. ,. •�..r•. <:: � 1.Y�R Y h '. :�, y � 3. , .a, r ^ ..✓ :J'- �`.x�+"±�tr� +t' 'S��;.'.`i' , g 'f:': '. �'..:. d.P.", f! .. ....�•*.. .<a� .:...,, :.r'.,.ita :�.,.._t F. t. .: a ..., >. .). ..,SR�:c+,�r�" 7,.7 a b. q .. �.�., �. s. *' _� ",. ..:'v ,: J� .q,�"'. r � Y✓.; , i- ., • .. ....� >... { '^G . ' 1 fi .rt s? it t! • > �� ress c'R',`J.1 t a., , r fL # 1'i� "2��� a..;t4,�`�.�••.t �.. .'.::.. ".!.. °, �:.,. "••, ;., ,r . -, ,,, .. w. .:::'. i ✓. , :iv ,. .7itti ..�,. . >. .. ,.X X � �� ... ,, r ,n•.;: N'. <'L a ,:;N�,. a ii,C• �;r: :.yY. CY �Y� 7 � �kC;J`T., ,. COMMON WIRE LATERAL 11111111111 '' < < ' ' x, c II e Illllllllllll ll111I �IIIIIIiIIIIIIIIIIlI11111111 VALVE BOX "CHRISTY FL30 /FL3OD" OR EQUAL ELECTRIC VALVE FINISH GRADE PVC ADAPTER /UNION PVC SCH 80 PVC ELL TO CONTROLLER CONTRACT D NOT FOR CONSTRUCTION CONSTRUCTION RECORD DRAWING Iwo a ROBERT Ha LEE & ASSOCIATES ARCHITEDTUR PLANNING ENOIMEERIXO 1510 14011 AYE. N$. 9UI1E 800 ' r MINA A4. rA 10b05 • (111) 745 =4671 JON1 Il J811fe& ARONITtct • • . JAM, R tit CIVIL :1111(CI Isommumapvimmose {� RHL 9 /7/90 R.J.P. 2/13/91 Uhf TO CITY CODE GATE VALVE REVISIONS 12" SQ. THRUST BLOCK GALV. ` ELLS AUTOMATIC' CONTROLLER -WALL MOUNTED ` PER MANUFACTURERS RECOMENDATIONS JUNCTION B ELECTRICAL St 1 Vi'QE BY 011-IERS ELECTRICAL CONDUIT - SIZE AS NEEDED FINISH FLOOR TAPE CONTROL WIRES ® 10' O.C. TO BOTTOM OF MAINLINE DOUBLE CHECK VALVE MAA,44/ \Ai V \AV 2 DOUBLE CHECK VALVE /- GATE VALVE PVC ADAPTOR/UM `•:%l'r ^'r:'4raY iii.':tit x'ilsL VALVE 130X "CHRISTY`FL8 /FLED" OR EQUAL FINISH GRADE 1 C.F. PEA GRAVEL GALV. NIPPLE GAL. NIPPLE PVC MAINLINE RECEIVED cry fad1ttl<vvIt . . FEW 1 1 1991 PERMIT CENTER . • "i .rap.. '4 .� , dt cs • Yi;Ls: 44444ii44444i' . 0:47 LAWN POP---UP -- FINISH ' GRADE SCH 80 NIPPLE INSERT ELL -- POLY PIPE INSERT T6T4" POPUPSPRINKLER PVC TEE 0 LATERAL r 12" POP -UP SPRINKLER FINISH GRADE � - PVC TEE PVC LATERAL INSERT ELL POLY PIPE INSERT ELL FOP -UP SPRINKLER i(f�fi "r`