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HomeMy WebLinkAboutSEPA EPIC-11-90 - BOEING - BUILDING 2.82 PLANT 2 TANKBOEING -PLANT2 (TANK), BLDG. 2.82 7755 E. MARGINAL WAY S. EPIC -11 -90 ACTIVIV LOG COMMENTS CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT ENVIRONUENTAL REVIEW ROUMIG FORM Boeing - Plant 2, Bldg. 2.82 ADDRESS 7755 E. Marginal Way S. DATE TRANSMITTED 4 -28 -90 STAFF COORDINATOR Darren Wil son RESPONSE REQUESTED BY 5 -4 -90 (Friday) DATE RESPONSE RECEIVED The attached environmental checklist was received regarding this project. Please review a comment below to . advise the responsible official regarding the threshold determination.:`Th environmental review file is available in the Planning Department through the above staff coordinator. Comments regarding the project you wish carried to the Planning Commission, Board of Adjustment and City Council should be submitted in the comment section below. ITEM COMMENT f) f1aidonnwp4C 7y z - ��A- dura�/!a ✓1 uL �l /� 4ii cre/e7f - 4 -# /5 ale y /1444/ 7` ' . fir_ V/14-frtre Gc__Z-___es;talt-e V a-- it,e,474i-ee,e-ka/rize /Vaal ittee- 9G G`a/ .,i 7‘k.44ezhefe, 4 ail n .41-0 6CC c 7LC, / .Elea/(' 4 � . / Ao,a Qife. )1264Y14112- =1� (74A& 64. 6/44,-,74.0 � G Gna / Vo'� ' t, ota,z,t ,, eve t=.1-10yel, ait atz&ita4-ey,it_ f/-z a, hi -3 a-ce—u ,eef Date: f- Comments prepared by: , faze, 09114119 IICITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT TO „ building 'J Planning Pub Wks PROJECT ENVIRONIAENTAL REVIEW ROU G FORM EPIC: 11 -90 Fire X Police Boeing - Plant 2, Bldg. 2.82 ADDRESS 7155 E. Marginal Way S. DATE TRANSMITTED 4 -28 -90 STAFF COORDINATOR Darren Wilson RESPONSE REQUESTED BY 5 -4 -90 (Friday) DATE RESPONSE RECEIVED The attached environmental checklist was received regarding this project. Please review an comment below to advise the responsible official regarding the threshold determination...Th environmental review file is available in the Planning Department through the above stall coordinator. Comments regarding the project you wish carried to the Planning. Commission,. Board of Adjustment and City Council should be submitted in the comment section below, ITEM Date: y/67 7d Comments prepared by: , OW 14 /BB ENVIROiV NTAL REVIEW FiOl9T�G FORM CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT PROJECT Boeing - Plant 2, Bldg. 2.82 EPIC: 11 -90 ADDRESS 7755 E. Marginal Way S. DATE TRANSMITTED 4 -28 -90 STAFF COORDINATOR Darren Wilson RESPONSE REQUESTED BY 5 -4 -90 (Friday) DATE RESPONSE RECEIVED The attached environmental checklist was received regarding this project. Please review and comment below to advise the responsible official regarding the threshold determination. The environmental review file is available in the Planning Department through the above staff coordinator. Comments regarding the project you wish carried to the Planning Commission, Board of Adjustment and City Council should be submitted in the comment section below. ITEM COMMENT Date: Comments prepared by: , 09/,4/89 Contro o. Epic Ore No. U —CT() Fee $100.00 Re ENVIRONMENTAL CHECKLIST A. BACKGROUND /3/40?, 2.8Z 1. Name of proposed project, if applicable:. 2. Name of applicant: �G�E %it�� e?ti /i�fJ/1/y 3. Address and phone number of applicant and contact person: '©. woe.' 5 i/,iS /9 5" q 72 GL-%. 9// c.e eevo,445 -1 /J7 >. - z3e 4. Date checklist prepared: 5. Agency requesting Checklist: City of Tukwila 6. Proposed timing or schedule (including phasing, if applicable): eTAT 44.' �,���,� -c'i 'D��— 30-�✓`a oo�r,01. /t4I YAaj /990. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. /g7/2/2 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. /LD. 10. List any government approvals or permits that will be needed for your proposal. e/71/ %Li O.c TG /,L�Lt %%! 19 r6u1LV��l� 7,7444e- U. iE Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Section E requires a complete description of the objectives and alternatives of your proposal and should not be summarized here. �j `O/1/.Ti2i ar. /9 5 5 / di-b& TO /71-04/.54. / ✓ "ieor. ‹ 67 Day J-b 779AZIG -. ��•�'° 'Ji /.6OO 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applica- tions related to this checklist. i72E /464n1 13. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? • TO BE COMPLETED BY APPLICANT, 8. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): rolling, hilly, steep slopes, mountainous, b. What is the steepest slope on the site (approximate percent slope)? i4/Or�� c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. dozcie) —'G i.)///e# 5447›(!,74,ca, 7s/E ,4' /f /.4eL /1-4tre.04L l/i 1,'- /i ff1 d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. gG fce 41D Yes e. Describe the purpose, type, and approximate quanti- ties of any filling or grading proposed. Indicate source of fill. /1/0 f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? .'e✓zg- e"eo7"-- 6c)/LL C 2t),- ? /00 Evaluation for. Agency Use Only 410 411 Evaluation for Agency Use Only h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Aoe 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. /1/vN45 b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. /42 c. Proposed measures to reduce or control emissions or other impacts to air, if any: i✓4 - 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year - round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. / JDva2AW /a5f1 !cJitYz:A.G. cvAA -y /5 Z1 %0 '7T i G ic> Df %7'" 45/TE •Evaluation for Agency Use Only 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. 47 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. /L/E,24' 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quan- tities, if known. /1/i7 5) Does the proposal lie within a 100 -year /VD floodplain? If so, nota,1:1pcation on the site plan. )it/2-yeX45W/Y6`,Otfl7 4S ii v� /i-hi- Gc.20 . !4 /41. ifE /DO Y,e .e[GY>!) "'Gf• 17N t& £-O /72 i /Al 7'/ iQ Z4J,t /07- .e / &c,L /W /t 5 6) Does the proposal involve any discharges of waste materials to surface .waters? If so, describe the type of waste and anticipated volume of discharge. AP. • b. Ground: • Evaluation for Agency Use Only 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quan- tities, if known. /2.12. 2) Describe waste materials that will be discharged into the ground from septic tanks or other sour- ces, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. i1/D4/G-" c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. 4v1472 E'L1itJ mif z4/70 e5X /..7/2 r/G- YH.e.D oa2-0)..ei1 z?e '• • • Evaluation for Agency Use Only 2) Could waste materials enter ground or surface waters? If so, generally describe. AO. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: ,PLAN m. i569/14 f-zo 1 i/1/7Z2 Xj r 4.7...2-7441_194/ C TFi t4/ fio� 5T��1 /i6A. /47V 73 Juu//N, %1,P !/�2 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other >4 other types of vegetation/ .62-9c% e� -K. b. What kind and amount of vegetation will be removed or altered? //D/L/ c. List threatened or endangered species known to be on or near the site. /f/OrVZ5 •, Evaluation for Agency Use Only d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: ie/VA: 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds other: mammals: deer, bear, elk, beaver, other: fish: bass, other: herring, shellfish, b. List any threatened or endangered species known to be on or near the site. c. Is the site part of a migration route? If so, explain. /1/i4 -. /4-1 ,Da i 47W / tDffv sc%L/iu15e,— /4- /74/41 5,4-4A-seAt d. Proposed measures to preserve or enhance wildlife, if any: ,1/&C Evaluation for Agency Use Only 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solor) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. /g244 b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: ,/1/D14/� 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. , /Ti /e Loa *7 L /,1/ ,gsi /A/2'4'-241- 4g1 . see -a). _ 1) Describe special emergency services that might be required. /i4,2/6 2) Proposed measures to reduce or control environ- mental health hazards, if any:_ �f W Gz° E /VP or¢Z .DDu5 ,4 5 , 7 'o L ,'7 � .Z11/ /, /44 eWA Wcr.T.27:0, ' D941de a 'cAn445 ewe A51Neis e Tom_ a O/E 5EL (2.27 77/E 2:177s0E- B/ - 4N-MiL 47/4-d, /4.51 /.' )1.E ANY Lf r&,2[., T/I 1& . -10- Evaluation for Agency Use Only. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other) ?_ 17? 2) What types and levels of noise would be created - by or associated with the project on a short - term or a long -term basis (for example: traf- fic, construction, operation, other)? Indicate what hours noise would come from the site. de 5T- Ie2 ?D,t) izzaLb //Z (i 1,&'�1 �v, 7/4/6 /ii/1)e:/.5T,t- 4/O /ALA • 4/0 Lee/Z.- /05-iv/ /1/0/Se ic)e viz) ,B& ee24/,_5..eac7i4 ✓ /t /D /se Wiz ce /,/:IJG/f- /hlsc0,46''-L- el4' 1GNh 3) Proposed measures to reduce or control noise impacts, if any: N .04 8. Land and Shoreline Use a. What is the current use of the site and adjacent p roper: i e s ? /1g4/LliqiercL2i41 /jO�u O /igr/cF b. Has the site been used for agriculture? If so, describe. W73-- /0,41/0,4L TU /A s7 XA! e'er 7H - ,B04'A%- A:4,4,7- , j /9,30 c. Describe any structures on the site. 77V ,4eP4 ,'/, 5 x4 jA er fe/A - 4L S �/��✓ �s 19Lo.✓e-,- Tim n✓ ze uJ . .a/ • /y �'�'� • • Evaluation for Agency Use Only d. Will any structures be demolished? If so, what? //b. e. What is the current zoning classification of the site? ih,10/5/ AP-4/14‹,-9-07/.2/4/Zs- f. What is the current comprehensive plan designation of the site? /7 4`'/ ,t //, V4/44b g. If applicable, what is the current shoreline master program designation of the site? ,Grsni4� h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. AD i. Approximately how many people would reside or work in the completed project? /J/Q/./ j. Approximately how many people would the completed project displace? A/OW/25 k. Proposed measures to avoid or reduce displacement impacts, if any: /1/D/' ✓£ 1. Proposed measures to ensure the proposal is com- patible with existing and projected land uses and Plans, if any: —77/6s- /e z 25 r AS f 74Z GO /7W Tt1C //Vl 7L') L./4'e'; Ors ??rte Amee%g 411 • Evaluation for Agency Use Only 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing? 44)/l46 b. Approximately how many units, if any, would be eli- minated? Indicate whether high, middle, or low - income housing. /IlD/1/� c. Proposed measures to reduce or control housing impacts, if any: AL�O4, 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? b. What views in the immediate vicinity would be altered or obstructed? c. Proposed measures to reduce or control aesthetic impacts, if any: iL Ofv • • Evaluation for Agency Use Only 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? b. Could light or glare from the finished project be a safety hazard or interfere with views? WD c. What existing off -site sources of light or glare may affect your proposal? /1/v4-* d. Proposed measures to reduce _�oqr control light and glare impacts, if any: A04e: 12. Recreation a. What designed and informal recreational oppor- tunities are in the immediate vicinity? 7,05-4:76. ' 6 eiAi4.rf0S 0 1 ; >7 # ' f5OC'Y4177 k5 Low *? //✓ 77/. G'sGiif! /TY 5 /.s* 84,,72- t t/ 7? 1,4,4 .2 /vim b. Would the proposed project displace any existing recreational uses? If so, describe. //h. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: /!/D4 • III Evaluation for Agency Use Only 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or pro- posed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. /loo / /E= b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. c. Proposed measures to reduce or control impacts, if any: 14. Transportation a. Identify public streets and highways serving the site, and describe proposed accss to the existing street system. Show on site plans, if any. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? ye745 c. How many parking spaces would the completed project have? How many would the project eliminate? ()4/ 211 ( ) / a m , a . . 5 - 4 f ) B e 4 c . D .6 r /afire • Evaluation for Agency Use Only d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). 46 e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. , 27z " i2) /LL CDT / /�/I wT :4 L/ l!�/fTE•c�. ' G - �� !L t�D,P;'�-74,4 ' f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Auc2»'Z 74.42 g. Proposed measures to reduce or control transpor- tation impacts, if any: /16NE 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. 44 f57.2,2)i77O,L- 'L An:6WG 4'd- b. Proposed measures to reduce or control direct impacts on public services, if any. /2/25 • Evaluation for Agency Use Only 16. Utilities a. Circle utilities currentl available at the site: n atu r _____ refuse service, eleshone .ni ary sew- septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. /1'n C. Signature The above answers are true and complete to the best of my knowledge. I understand that the lead agency is - relying on them to make 'ts decision. Signature: j Date Submitted: 00d PLEASE CONTINUE TO THE NEXT PAGE. BOEING AEROSPACE & ELECTRONIS PLANT 2 BUILDING: 2,82 SH WATERWAY 2 -41 2 -40 2 -44 2 -49 2 -66 2 -51 2 -65 2-641 2 -63 W 2 -45 GATE B -18 SITE ACCESS 2 -55 0 2 -84 2 -117 2 -116 VICINITY KAP BUILDING ,CODE NOTES CONSTRUCTION OCCUPANCY SEISMIC ZONE 3 LEGAL DESCRIPTION APN: 000160 —D020. A TRACT OF LAND BETWEEN THE DUWAMISH WATERWAY AS ESTABLISHED BY COMMERCIAL WATERWAY DISTRICT 1 1 OF RING COUNTY. WASHINGTON & E. MARGINAL WAY, IN SECTIONS 28, 29, 32 & 33, TOWNSHIP 24 N. RANGE 4 EAST, W.Y., DESCRIBED IN: KROLL BOOR PAGE 79. TRACT CONTAINS AN AREA OF APPROM2,897,955 SQ FEET. SITE ADDRESS: 7755 EASE MARGINAL WAY SOUTH DRAWING INDEX SHEET NO _TITLE_ REYIS105 STRUCTURAL 52.82 -15500 STRUCTURAL DETAIL MECHANICAL 92.82 -15160 PIPING PLAN 92.82 -15260 FIRE PROTECTION PLAN 52.82 -9517 MECHANICAL DETAILS SYY 5811510 RY 'APPROVED GATE ' STU' REVISION [T I APPROVED' DATE 707° lo./8G2f0 FACILITIES DEPARTMENT ❑ AUBURN,. WA. 95002 ❑ EVERETT, WA. 96201 ❑ KENT, WA. 9B031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 M8 SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN ANO /OR SPECIFICATION 15 APPROVED APPROVED BY I DEP1.I DATE OR1411O T. CNELLEO ENGINEERED BY TOLCELO APPROVED D PPR0VE0 009* T- [0'SUB I ST L E i TITLE SHEET / DRAWING INDEX TITLE ARCHITECTURAL - MASTER BLDG 2.31 PL1 2 LAST RLVI5ION 'PRETT A- SY Y 109 NO. XXXXXX -XI DATE OF E4 /373 A2.82 -41 T018 D[AVIIC HAS 1EEN [FLUME 10 111E toil L[vEL LIST E7 PLAN VIEW SCALE: 1/8 "= 1'- 4 FILL ' TANK DRAIN 2.YD -N517 2.62 -10100 1 SYY RFIISIOR AT APPROVED DATE !T$ REVISION BY APPROVED DATE ATa7L FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT. WA. 98201 ❑ KENT, TPA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 El SEATTLE, WA. 98124 ACCEPTABILITY DRAY1 SLOAN THIS DE5180 AND /OR CAECAED SPECIFICATIOI 15 APP OWED APPROVED BY DEPT. GENERAL NOTES. 1. ALL KETONE PIPING 2' AND UNDER TO BE BLACK 5TEEl, A -53r SCH 40. FITTINGS 10 BE 150 LB. Y.1. SCREWED. 2. ALL KETONE PIPING 2W AND LARGER TO BE A -53 GRADE 'A', BLACK. SCH. 40. 1 1111185 10 BE BUTT WELD STANDARD WEIGHT. WELD ROD SHALL BE E -70. CONSTRUCTION NOTES: 1. INSTALL PIPING Al LANK AS DIRECTED ON DETAIL SHEET 2.00 -1517. 11>RUN 2' SUPPLY LINE FROM TANK 10 KETONE DISPENSING STATION. RUN 1100 ABOVE ALL DOORS ETC. S. HYDROSTATIC TEST PIPE AT 150 PSI FOR 1 HOUR. 4. SUPPORT PIPE AT 15' INTERVALS. FIELD FAB HANGER BRACKETS FRON FRAYING CHANNEL. SUPPDR1 BRACKETS FROM BUILDING STEEL. I1 T'S_ 'SUBTITLE DATE 1ENOI REEPIE"IC P] P1 NG 1 -15-11 APPROVED APPROVED TITLE -MECHAN] CAL MASTER BLDG. 2 -62.1 PLT 2 LAST REVISION 1 STY SHEET DATE M -160 OF AOA ND. 220015 -05 DB /195 D96. N0. 2.82 -1M160 MI DIMING HAS 18(1 !REVELED 10 THE 198A LEVEL LIST (*1(01 0 T ..II.. 'MI.! LUSTING KETONE DISPENSING STATION .I Ilea gm! • `2' SUPPLY - •ter I M (:)�.I,.I PLAN VIEW SCALE: 1/8 "= 1'- 4 FILL ' TANK DRAIN 2.YD -N517 2.62 -10100 1 SYY RFIISIOR AT APPROVED DATE !T$ REVISION BY APPROVED DATE ATa7L FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT. WA. 98201 ❑ KENT, TPA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 El SEATTLE, WA. 98124 ACCEPTABILITY DRAY1 SLOAN THIS DE5180 AND /OR CAECAED SPECIFICATIOI 15 APP OWED APPROVED BY DEPT. GENERAL NOTES. 1. ALL KETONE PIPING 2' AND UNDER TO BE BLACK 5TEEl, A -53r SCH 40. FITTINGS 10 BE 150 LB. Y.1. SCREWED. 2. ALL KETONE PIPING 2W AND LARGER TO BE A -53 GRADE 'A', BLACK. SCH. 40. 1 1111185 10 BE BUTT WELD STANDARD WEIGHT. WELD ROD SHALL BE E -70. CONSTRUCTION NOTES: 1. INSTALL PIPING Al LANK AS DIRECTED ON DETAIL SHEET 2.00 -1517. 11>RUN 2' SUPPLY LINE FROM TANK 10 KETONE DISPENSING STATION. RUN 1100 ABOVE ALL DOORS ETC. S. HYDROSTATIC TEST PIPE AT 150 PSI FOR 1 HOUR. 4. SUPPORT PIPE AT 15' INTERVALS. FIELD FAB HANGER BRACKETS FRON FRAYING CHANNEL. SUPPDR1 BRACKETS FROM BUILDING STEEL. I1 T'S_ 'SUBTITLE DATE 1ENOI REEPIE"IC P] P1 NG 1 -15-11 APPROVED APPROVED TITLE -MECHAN] CAL MASTER BLDG. 2 -62.1 PLT 2 LAST REVISION 1 STY SHEET DATE M -160 OF AOA ND. 220015 -05 DB /195 D96. N0. 2.82 -1M160 MI DIMING HAS 18(1 !REVELED 10 THE 198A LEVEL LIST (*1(01 21' -4' 12. -0. 6' CONC. SLAB ON GRADE •1' -6' O.C.E.W.-- fi▪ L y • PERK. CLOSED DOOR 1 DETAIL FOUNDATION PLAN SCALE: 16'. l' -0' D.STEP FOOTING 2'82'X2' -0' DEEP SUMP ..B• CMU WALL 03 SIDES OYER 8'81' -4' CONCRETE CURB ALL AROUND. Orai 1' -4' WIDE CONTINUOUS FOOTING. ASC PACIFIC If DEEP 10 6A. NR -36 GALVANIZED CORRUGATED SHEET METAL ROOF SHEATHING. 5 8' CNU WALL 1/14 i PERT. 12' -6' 0.C. t (2) 14 HORI2. IN BOND BEAMS 02' -8' MAX., 14 D01ELS TO HATCH PER). CURB REBAR O YP. (3) SIDES) BLDG. -5141*- SEE DETAIL FRANIN6 aft L�. FOR ROOF PLAN. 1 118X10621.-0' LONG GALLON TANK e C T2) 14 C0P1. .401MM��%������� _ maw -s-1 • !� �i77 ��I��% 6' CON. SLAB \ \\ ►.mod•• W /14 •1' -6' 0.C.E.W. CONC. CURB ALL AROUND 14 DOWELS •2' -8' 0.C. EXIST. PAVEMENT SECTION SCALE: Y., 1' -0• `409' • 21' -4' 12•-0' BLDG. 2.82 • • ^-1 CLOSED DOOR '11IIN.' 1411 8 CND WALL ■IA rf:. 8' COO WALL • ASC PACIFIC NIZ DEEP,18 GA� BR -36. CRYAN11IED CORRUGATED SHEET METAL ROOF SHEATHING LatIL.------ W8610X21. -0' LONG*" ASC PACIFIC /1 }' DEEP,18 01. HR -36. GALVANIZED CORRUGATED SHEET METAL ROOF SHEATHING 286 PRESSURE TREATED. , DETAIL ROOF FRAMI NG PLAN SCALE: Y; • 1' -0' 112 -111' LONG SCREW •6' 0.6. ALONG.PERIMETER. USE 12' SPACING • LAP SPLICES GYP.) VARIES 4 REBAR 0X10 A. OLT •2' -0. 0.C. SECTION SCALE: 1'• 1' -0' S PERT: REBAR 04 OF CHU WALL. NEV 8' CIU WALL 112 -11' LONG SCREW • EACH PALLEY 264 PRESSURE TREATED. 08X1 14 012•i 111, O.C.E.W: 0. �� \ \ \\\ \\ \ \\ \ i 8' 2' -0'1 ._ 6' J 1 SECT 1 ON SCALE: 1'= I'�I0' ASC PACIFIC or DEEP,18 0A. 851-36. GALVANIZED CORRUGATED SHEET METAL ROOF SHEATHING D M. BOLT STAGGERED BOUT t OF 10810 ����1� TALL BETOND 1111111111110111111 1TP � •, Ii'i�i 0114 3 8' LSU ENDlOFRWAL (2/ CELLS •N OF TALL 1/ WWW41 (2)14X5' -0' LONG DOWELS 111 EACH CELL (TYP). SECT ION SCALE: 1•. 1' -0' STY REVISION IT IAPPROVEDI DATE I STVI REYISIO DT IAPPROVED I DATE 11119 ItATIND 1A5 1881 lELLVELED 10 THE 1411 LEVEL LEST FACILITIES DEPARTMENT ❑ AUBURN, ❑ EVERETT, ❑ KENT, ❑ PORTLAND. ❑ RENTON, • SEATTLE, WA. 98002 WA. 98201 WA. 98031 0R. 97220 WA. 98055 WA. 98124 GALYANI7ED BIG. PL11X7X7' TP ;11 14 REBAR 44X12' 1001 BAR 1 3' 0.6.0.0. ((4) PER BR. PL.) • GENERAL NOTES: 1. TERM ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO STARTING WORK. BRING ANY DISCREPANCIES TO IHE ATTENTION OF THE (1411(ER. 2. REINFORCING STEEL BARS SHALL CONFORM 10 ASTM A -615 GRADE 40. BARS SHALL BE PLACED IN ACCORDANCE 11TH ACI CODE 318 -83. 3. REINFORCING BAR CLEARANCES SHALL BE AS, FOLLOWS: 801TDN OF FOUNDATIONS 3' EDGE OF FOUNDATIONS 2' TOP OF FOUNDATIONS t EXTERIOR FLOOR SLABS 1W TOP OF 11100100 FLOOR 4. SPLICES 11 REINFORCING - MINIMUM LAP SHALE BE AS FOLLOWS: 14 AND SMALLER 21' S. STRUCTURAL STEEL SHALL CONFORM 10 ASTM A -36, ASIN A -S00 GRADE B (FOR STRUCTURAL TUBING), AND ASTI A 53 GRADE B (100 PIPE). PRIME ALL NEW STEEL, 001 ALREADY SHOP PRIMED, WITH 1 COAT 'SIEELC010 HR -123 HEAVY -DUTY SHOP PRIMER', OR EQUAL. FINISH PAINT STEEL 1/1 COAL PRESERVATIVE PAINT 'DURAROBBER' ENAMEL, COLOR TO BE 0(1(8111(0. 6. ALL WELDING SHALL BE BY CERTIFIED HIDERS IN ACCORDANCE 11T8 1HE SPECIFICATIONS OF 10E AMERICAN WELDING SDCIEIY U51N4 E -70 WELDING ELECTRODES CONFORMING 10 *1S 01.1 -86. 7. MASONARY CONCRETE MASOMARY UNI1S SHALL BE HOLLOW CONCRETE UNITS CONFORMING 10 AS1M C50 GRADE 11 WITH 0'..1500 PSI. MORTAR SHALL BE TYPE S 11TH MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 26 DAYS. MASONAOT 1000T SHALL DEYE10PE MINIMUM STRENGTH OF F'c22500 PSI AT 28 DAYS. GROUT SOLID ALL CELLS CONTAINING REINFORCING AND EMBEDDED ITEMS, ONO. CONSTRUCTION NOTES: 1. GROUT ALL CELLS 1110 REINFORCING BAR. 2. PLACE TANK INSIDE THE SHED BEFORE FRAMING THE ROOF. 3. CALL BOEING ENGINEER FOR INSPECTION OF REINFORCING STEEL PLACEMENT BEFORE POURING CONCRETE. p> NOTCH NEW FOOTIN6 TO AVOID INTERFERENCE WITH EXISTING BUILDING COLUMN FOOTINGS. 5. COO WALL TO BE BUILT BY OUTSIDE CONTRACTOR. CCU SHALL PROVIDE ALL STEEL ITEMS FOR EMBEDMENT BY CONTRACTOR. 6. G.C.U. SHALL APPLY (2) COATS DF PAINT DI FINISHED MASONARY TALL. COLOR TO MATCH BUI10116 2.82. ACCEPTABILITY 19101 HT9110 1ii11119 SUIIIILE THIS DESIGN AND /OR LDE(N(1: DETA1 L PLAN AND SECT IONS SPECIFICATION IS APPROVED i16 0. LIMIT 1 /T /AO TIE APPROVED HT DEPF.I DATE 1. NOITI 10/5/41 TL encfiit our 10/1/41 APPROVED APPROVED STRUCTURAL MASTER BLDG 2.82 -1 LAST REVISION [5YY DATE P11 2 S500 OF 290015 -01 T)YC. O. 04 353 2.12 -15500 • •• 4 j4 :• ' CALLON TAME L 1 DETAIL FOUNDATION PLAN SCALE: 16'. l' -0' D.STEP FOOTING 2'82'X2' -0' DEEP SUMP ..B• CMU WALL 03 SIDES OYER 8'81' -4' CONCRETE CURB ALL AROUND. Orai 1' -4' WIDE CONTINUOUS FOOTING. ASC PACIFIC If DEEP 10 6A. NR -36 GALVANIZED CORRUGATED SHEET METAL ROOF SHEATHING. 5 8' CNU WALL 1/14 i PERT. 12' -6' 0.C. t (2) 14 HORI2. IN BOND BEAMS 02' -8' MAX., 14 D01ELS TO HATCH PER). CURB REBAR O YP. (3) SIDES) BLDG. -5141*- SEE DETAIL FRANIN6 aft L�. FOR ROOF PLAN. 1 118X10621.-0' LONG GALLON TANK e C T2) 14 C0P1. .401MM��%������� _ maw -s-1 • !� �i77 ��I��% 6' CON. SLAB \ \\ ►.mod•• W /14 •1' -6' 0.C.E.W. CONC. CURB ALL AROUND 14 DOWELS •2' -8' 0.C. EXIST. PAVEMENT SECTION SCALE: Y., 1' -0• `409' • 21' -4' 12•-0' BLDG. 2.82 • • ^-1 CLOSED DOOR '11IIN.' 1411 8 CND WALL ■IA rf:. 8' COO WALL • ASC PACIFIC NIZ DEEP,18 GA� BR -36. CRYAN11IED CORRUGATED SHEET METAL ROOF SHEATHING LatIL.------ W8610X21. -0' LONG*" ASC PACIFIC /1 }' DEEP,18 01. HR -36. GALVANIZED CORRUGATED SHEET METAL ROOF SHEATHING 286 PRESSURE TREATED. , DETAIL ROOF FRAMI NG PLAN SCALE: Y; • 1' -0' 112 -111' LONG SCREW •6' 0.6. ALONG.PERIMETER. USE 12' SPACING • LAP SPLICES GYP.) VARIES 4 REBAR 0X10 A. OLT •2' -0. 0.C. SECTION SCALE: 1'• 1' -0' S PERT: REBAR 04 OF CHU WALL. NEV 8' CIU WALL 112 -11' LONG SCREW • EACH PALLEY 264 PRESSURE TREATED. 08X1 14 012•i 111, O.C.E.W: 0. �� \ \ \\\ \\ \ \\ \ i 8' 2' -0'1 ._ 6' J 1 SECT 1 ON SCALE: 1'= I'�I0' ASC PACIFIC or DEEP,18 0A. 851-36. GALVANIZED CORRUGATED SHEET METAL ROOF SHEATHING D M. BOLT STAGGERED BOUT t OF 10810 ����1� TALL BETOND 1111111111110111111 1TP � •, Ii'i�i 0114 3 8' LSU ENDlOFRWAL (2/ CELLS •N OF TALL 1/ WWW41 (2)14X5' -0' LONG DOWELS 111 EACH CELL (TYP). SECT ION SCALE: 1•. 1' -0' STY REVISION IT IAPPROVEDI DATE I STVI REYISIO DT IAPPROVED I DATE 11119 ItATIND 1A5 1881 lELLVELED 10 THE 1411 LEVEL LEST FACILITIES DEPARTMENT ❑ AUBURN, ❑ EVERETT, ❑ KENT, ❑ PORTLAND. ❑ RENTON, • SEATTLE, WA. 98002 WA. 98201 WA. 98031 0R. 97220 WA. 98055 WA. 98124 GALYANI7ED BIG. PL11X7X7' TP ;11 14 REBAR 44X12' 1001 BAR 1 3' 0.6.0.0. ((4) PER BR. PL.) • GENERAL NOTES: 1. TERM ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR TO STARTING WORK. BRING ANY DISCREPANCIES TO IHE ATTENTION OF THE (1411(ER. 2. REINFORCING STEEL BARS SHALL CONFORM 10 ASTM A -615 GRADE 40. BARS SHALL BE PLACED IN ACCORDANCE 11TH ACI CODE 318 -83. 3. REINFORCING BAR CLEARANCES SHALL BE AS, FOLLOWS: 801TDN OF FOUNDATIONS 3' EDGE OF FOUNDATIONS 2' TOP OF FOUNDATIONS t EXTERIOR FLOOR SLABS 1W TOP OF 11100100 FLOOR 4. SPLICES 11 REINFORCING - MINIMUM LAP SHALE BE AS FOLLOWS: 14 AND SMALLER 21' S. STRUCTURAL STEEL SHALL CONFORM 10 ASTM A -36, ASIN A -S00 GRADE B (FOR STRUCTURAL TUBING), AND ASTI A 53 GRADE B (100 PIPE). PRIME ALL NEW STEEL, 001 ALREADY SHOP PRIMED, WITH 1 COAT 'SIEELC010 HR -123 HEAVY -DUTY SHOP PRIMER', OR EQUAL. FINISH PAINT STEEL 1/1 COAL PRESERVATIVE PAINT 'DURAROBBER' ENAMEL, COLOR TO BE 0(1(8111(0. 6. ALL WELDING SHALL BE BY CERTIFIED HIDERS IN ACCORDANCE 11T8 1HE SPECIFICATIONS OF 10E AMERICAN WELDING SDCIEIY U51N4 E -70 WELDING ELECTRODES CONFORMING 10 *1S 01.1 -86. 7. MASONARY CONCRETE MASOMARY UNI1S SHALL BE HOLLOW CONCRETE UNITS CONFORMING 10 AS1M C50 GRADE 11 WITH 0'..1500 PSI. MORTAR SHALL BE TYPE S 11TH MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 26 DAYS. MASONAOT 1000T SHALL DEYE10PE MINIMUM STRENGTH OF F'c22500 PSI AT 28 DAYS. GROUT SOLID ALL CELLS CONTAINING REINFORCING AND EMBEDDED ITEMS, ONO. CONSTRUCTION NOTES: 1. GROUT ALL CELLS 1110 REINFORCING BAR. 2. PLACE TANK INSIDE THE SHED BEFORE FRAMING THE ROOF. 3. CALL BOEING ENGINEER FOR INSPECTION OF REINFORCING STEEL PLACEMENT BEFORE POURING CONCRETE. p> NOTCH NEW FOOTIN6 TO AVOID INTERFERENCE WITH EXISTING BUILDING COLUMN FOOTINGS. 5. COO WALL TO BE BUILT BY OUTSIDE CONTRACTOR. CCU SHALL PROVIDE ALL STEEL ITEMS FOR EMBEDMENT BY CONTRACTOR. 6. G.C.U. SHALL APPLY (2) COATS DF PAINT DI FINISHED MASONARY TALL. COLOR TO MATCH BUI10116 2.82. ACCEPTABILITY 19101 HT9110 1ii11119 SUIIIILE THIS DESIGN AND /OR LDE(N(1: DETA1 L PLAN AND SECT IONS SPECIFICATION IS APPROVED i16 0. LIMIT 1 /T /AO TIE APPROVED HT DEPF.I DATE 1. NOITI 10/5/41 TL encfiit our 10/1/41 APPROVED APPROVED STRUCTURAL MASTER BLDG 2.82 -1 LAST REVISION [5YY DATE P11 2 S500 OF 290015 -01 T)YC. O. 04 353 2.12 -15500 OEING AEROSPACE & EL4CTRON I �S PLANT 2 ! BUILDING: 2.82 2 -41 2 -40 2 -44 O 2 -82 2 -51 r 2 -49 2 -66 1 2 -641 2 -65 L 2 -63 2 -5; a 2-69 a•.7. 2 -62 N CD CC 2 -45 CATE 8 -18 SITE ACCESS 2 -55 0 0 2 -5 1=2-68 - 2 -61 2 -80 2 —B6 2 -84 2-117 2 -116 2 -87 Mfr 11001/ I / /_� \ \� 2-1090 /4k /� 1 / 11 VICINITY KAP BUILDING1CODE NOTES LEGAL; DESCRIPTION I , CONSTRUCTION OCCUPANCY SEISNIO ZONE 3 SHEET NO ST RUCT URAL 52.82 -15500 MECHANI CAL 12.82 -11160 112.82 -111260 112.82 -1517 APN: 000160 -0020. A TRACT OF LAND BETWEEN THE DOTAMISH WATERWAY AS ESTABLISHED BY COMMERCIAL WATERWAY DISTRICT 1 1 OF SING COUNTY. WASHINGTON A E. MARGINAL WAY, IN SECTIONS 28, 29, 32 8 33, TOWNSHIP 24 N. RANGE 4 [AST, W.1., DESCRIBED IN: EROLL BOOK PACE 79. TRACT CONTAINS AN AREA OF *PPROX 2,897,955 SQ FEET. SITE ADDRESS: 7755 EAST MARGINAL WAY SOUTH DRAWING INDEX T11LE STRUCTURAL DETAIL PIPING PLAN F1RE PROTECTION PLAN MECHANICAL DETAILS • REVISION STY RETISIOP DT :APPROVED I DATE I STYI REVISION IV IAPPROVEDI DATE I11 S WWII: NAS HER REEEVETEL 1C TNT I$&R LEVEL 1157 /17 ig7gAY0 FACILITIES DEPARTMENT t1 0 AUBURN. WA. 90002 O EVERETT, WA. 98201 ❑ KENT, TA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, V. 98055 12 SEATTLE. WA. 98124 ACCEPTABILITY lRAYN 1i0 T. 4 -9-1100 SPECIFICAF10NC 1 ANO/OR APROVED hail I TITLE SHEET / DRAWING 1 NDEX FNGINIFRED 01 APPROVED 80 DIPT.I DATE hSCLLO PPROVcD /PROVED TITLE IAST REVISION ARCHITECTURAL MASTER BLDG 2.31 P11 2 SHLET A— To Rt. STY xxxxxx -x0 DATE OF E4 /373 00. 82.82 -81 1 . CLOSED DOOR 6' CONC. SLAB ON GRADE W /f4 O1' -6' 0.C.E.W. W W 8' CNU MALL 1/14 YERT. •2' -8' 0.C. A (2) f4 BORIZ. IN BOND BEAMS MAX., 14 DUELS TD MATCH YERT. CURB REBAR (TIP. (3) SIDES) BLOC. 1-r94~ L- 3000 CALLOW TANK L STEP FOOTING 2'X2•X2' -D' DEEP SUMP 8' CND TALI 83 SIDES OVER 8'01' -4' CONCRETE CURB ALL AROUND. DETAIL FOUNDATION PLAN l' -4' WIDE CONTINUOUS FOOTING. SCALE: y'• 1' -0' 5- 605500 ASC PACIFIC 1$' DEEP 16 GA. NR -36 GALVANIZED CORRUGATED SHEE1 METAL ROOF SHEATHING SEE DETAIL FRAMING Lam, FOR ROOF PLAN. 'VBX10121' -0' LONG 1 1 ' ' ,; �o - GALLON TANK 72) 14 CONT. TYP) • \ \ \1\II�� \r /111- 11\�,11�i11\ 11� =`` 6' CONC. SLAB "� W /14 81' -6. 0.8.1.1. CONE. CURB ALL AROUND 14 DOWELS 42' -8' 0.C. EXIST. PAVEMENT SECT I ON SCALE: 14'• 1' -0' 1-=4' • PERM. CLOSED DOOR • 8' CMU WALL 8' CMU MALL ASC 8, ALt 1Y� DECORR8 AA� NR -36, GALVANIZED CORRUGATED SHEET METAL ROOF SHEATHING T8XIOX21' -0' 1086 ASC PACIFIC 11}• DEEP,18 GA. 011-36, GALVANIZED CORRUGATED SHEET METAL ROOF SHEATHING DETAIL ROOF FRAM NG PLAN SCALE: Ye ' 1' -D' 2X8 PRESSURE TREATED. 112 -11(' LONG SCREW 46' 0.8. ALONG PERIMETER. USE 12' SPACING 8 LAP SPLICES (TYP.) --0 VARIES 14 REBAR r08X10 A. LT OP-0' 0.C. SECT I ON SCALE: 1'• 1' -0' f VERT. REBAR 84 OF 81111 WALL. I NEW 8' CMU WALL 612 -111' 8086 SCREW 8 EACH VALLEY IX4 PRESSURE TREATED. SECT I ON SCALE: I'= 1'' - -0' 18X1 8' 1N EACH CELL MP). SECT I ON L7 ASC PACIFIC (11' DEEP.18 GA. HR -36. GALVANIZED CORRUGATED SHEET METAL ROOF SHEATHING + N. BOLT STAG8E8E0 ABOUT t OF 18X10 fa i a � :i sas TYP Fll •. CYU 1All-GROUT (2) CC jj� CELLS TEND OF WALL Y/ (2)t4X5'-0' LONG DOWELS TALI BEYOND GALVANIZED BRG. PL11X7X7' YP 44 REBAR f4X12' LONG BAR 8 3' 0.8.8.!. ((4)j P10 BR6. PL.) SCALE: 1'. 1' -0' GENERAL NOTES: 1. 1(8111 ALL DIMENSIONS AND CONDITIONS 10 FIELD PR10R TO STARTING YORK. BRING ANY DISCREPANCIES 10 101 AITEN110N OF 1HE MINER. 2. 8(1110RCINC STEEL BARS SHALL CONFORM 10 AS10 A -615 GRADE 40. BARS SHALL BE PLACED IN ACCORDANCE 1118 AC1 CQDE 318 -83. 3. REINFORCING BAR CLEARANCES SHALL BE AS. FOLLOWS: 801•00 OF rommmA7108S 3' EDGE 0I FOUNDATIONS 2' 10P DF FOUNDATIONS k EXTERIOR FLOOR SLABS 11}' 1018 DI INIERIDR FLOOR 4. SPLICES 11 REINFORCING - MINIMUM LAP SHALL BE AS FOLLOWS: 84 AND SMALLER 21' S. STRUCTURAL STEEL SHALL CONFORM 10 ASIA 8 -36, AS18 A -S00 GRADE B an STRUCTURAL 1UBIN6), AND ASTN A 53 GRADE 8 (FOR PIPE). PRIME ALE NEW STEEL, 801 ALREADY SHOP 101810, W118 1 COAT 'STEEICO1E KR-123 HEAVY -081Y SHOP PRIMER'. OR EQUAL. FINISH PAINT STEEL 1/I COAT PRESERVATIVE PA181 'DURARUBBER' ENAMEL, COLOR TO BE DETERMINED. 6. ALL WELDING SHALL BE BY CERTIFIED 1ELDERS IN ACCORDANCE W1TH THE SPECIFICATIONS OF THE AMERICAN WELDING SOCIETY USING E -70 WELDING ([(8100085 CONFORMING 10 AWS D1.1 -86. T. MASOMART 60888(IE MASONART UNI1S SHALL BE HOLLOW CONCRETE UNITS CONFORMING TO AS11 C90 GRADE 11 W110 F'. -1500 PSI. MORTAR SHALL BE TYPE S 111H 0181181 COMPRESSIVE STRENOIH OF 1800 PSI AT 28 DAYS. MASONARY CR081 SHALL DEVELOP( MINIMUM STRENGTH OF F'e•2500 PSI Al 28 DAYS. 60081 50110 ALL CELLS CONTAINING REINFORCING AND EMBEDDED ITEMS, U80. CONSTRUCT ] ON NOTES: 1. GROUT ALL CELLS 1110 REINFORCING BAR. 2. PLACE MANX 1NS108 1HE SHED BEFORE FRAMING THE ROOF. 3. CALL BOEING ENGINEER FOR INSPECTION OF REINFORCING STEEL PLACEMENT BEFORE POUR106 CONCRETE. 801CH NEW FOOTING TO AVOID INIERFERENCE 71(8 0X151100 BUILDING COLUMN 10011885. 5. CHO MALL Td BE BUILT BY OUTSIDE CONTRACTOR. CCO SMALL PROVIDE All STEEL ITEMS FOR EMBEDMENT 8T CONTRACTOR. 6. G.C.U. SHALL APPLY 12) COATS DF PAINT ON 11815089 TASONART TALL. COLOR TO MATCH BUILDING 2.62. STN I REVISION 1T APPROVED i DATE ;STMT REVISION IT APPROVED 007E O �n�0�� FACILITIES DEPARTMENT ', ( I ❑ AUBURN. 0 EVERETT. 0 KENT, ❑ PORTLAND, ❑ RENTON, ■ SEATTLE, IA. WA. WA. OR. V. WA. 98002 98201 98031 97220 98055 98124 ACCEPTABILITY THIS DE SICK AND /OR sMEC1rICA1101 IS APPROVER WmorligN(y ,. DET L PLAN AND SECTIONS 1' ''" I I LATE I I I I ! I I I 1 I:1[ 12 /6 /08 SHEET c n Or I I I I I I I APPROVED 8T I OFPI.1 DATE I. M01Y1 TIIEE ST R U C T U R A L BLOC 2.82 -1 MAST ER PL1 J V 0 U I I I I I NE C t6ts BONY I l /S/A1 101 ND. �orc. 290015-01 E4 353 I I I I � 21 2.12 -15500 1 I I I I 1 1 I I I PPROVEI 2. OVER FLOW PIPE 3' PLUG P00100ED SEAL turf ARRESTER YODEL IPS780411 • 8' FIRE FALL —� 3' PLU66ED (3 1YP.) — 2' VENT 4' FILL VENT CA P r YE MI 2' 4' VENT FOOT VALVE WHEATON fE0A439 -D06 24' VENT MANHOLE Y•COPPER TUBE -� 8'(1. MIN. 4' (111 I'I TV! BUSHING I I 1 1 1500 BAT. I 115' PIPE I I I tJ II OYERFlo/ ((PT) PETROL METER 11372 24' YEIl1 MANHOLE SECTION SCALE: VI''1' -0' CONTAINMENT DRAIN 2YD -M517 2.82 -10160 2'SHAND t JURS FLAME ARRESTER MODEL 65484550 '— 2' VENT ;i X�'/•X 1' REDUCIN6 TEE 4J� „� 4'X 1. 00081E 0050115 150 DINE LANE, .. I 1500 CAL, DIESEL LANE r i II EXTEND 1' PIPE 0000 10 BOTTOM or TANK AND INSTALL roof VALVE Al END OF LINE BEAN RUNNERS F001 VALVE PETROL METER MODEL 1329 TYPE 114 3' PLUG UNION `- SUPPLY 10 (151NE LINES RUN BELO1 GRADES RETURN FROM (TYPICAL 10 BOTH SIDES) ENGINE TANK DETAI L firebe a• .a71f'o/f 'S 2— SCALE: NONE 200 -11517 1 2 -027- 400101 ROOF (REF.) RETEN1100 ,/� —RASIN 6' CONCRETE PAD (NEW) 1 ND (REF.) 1•-4' EX151INC 516x1 GLASS 10 REMAIN —" tit • VENT CAP 115 VTR 11y SIMPLEX SET -251 25 CAL, DAT TANK VI l4' REDUCER 5.111V X 6' DEEP 5ALV. STEEL PAN SIMPLEX SFT -101. 1'X ly REDUCER MATER TIGHT FROM TANK 10 TANK TANK PIPING SCHEMATIC SCALE: NONE TO PAN l' OVERFLOV DISCHARGE 210-11517 I 2-077-400111 ir 10 GALLON DAT TANK sv 441L410 . (SECONDARY RETURN TANI W /NIGH LEVEL ALARM) -%00•1 1 EXISIINC VENT 10 OUTSIDE 10 BE REPLACED i)'OYERFLDW LINE SIMPLEX SET -101 10 GAL DAT TANK (RETURN TANK) 13•X 1' REDUCER PLUG PIPE OPENING 36'X 18'1 6' DEEP CALM. STEEL' PAN (20 6A. WATER 116HT) 1W VENT LINE WFUEL SUPPLT LINE 1}'EN6INE SUPPLY LINE VENOM RETURN LINE s'RETU1N LINE 10 TANK 1' OVERFLOW SUPPLT TD MACHINE RETURN (RON MACHINE PIPING ISOMETRIC EXISTING SUPPLY PUMP SCALE: NONE 200- 115171102- 027 - 400101 %' SUPP�A(LT L 111E NEW RE URI GENERAL NOTES 1. FIELD VERIFY All 011(05ION5. 2. VENT PIPE SHALL BE BLACK STEEL PIPE SCH.80, 20001 FS.,1110.FIT11N65. 3. FULE LINE SHAH BE A -53 TYPE B, BLACK STEEL, SCR 80. ERN, 011H 20001 FS.,THD. FITTINGS. 2' VENT 4'X ;1• DOUBLE BOSNIN6 4' FILL CAP1 2' VENT 2' OYER FL01' PIPE CONSTRUCTION NOTES 1. SEE 2.82 -10160 (ON NOTES ON CONSTRUCTION MATERIALS. 2. INSTALL VENT PIPING AS SHOWN. SUPPORT VENTS ALONG BACK WALL. Et> INSTALL VALVE t 3'X 4' REDUCER AS SHOWN. 1> INSTALL PETROL NETER PER MANOrACTUER INSTRUCTIONS. 5. INSTALL ALL OTHER PIPE AS SHOWN. 6. REPLACE ALL E115TIN6 PIPE RE- CONNECT SYSTEM AS SHOWN. 2'SHAND 8 JURS FLAME ARRESTER MODEL 15J94550 ij'X 55 REDUCIN6 E1B01 3' PLUG BEAN RUNNERS ACE DIKE TANK 340 6A1. GASOLINE TANK EXTEND l4' PIPE DOWN 10 BOTTOM OF TANK AND `OF 11 INA 51ll 0E (001 VALVE Al END �� YANHOLET �DOI YALYE I:'' UNION �r� , COUPLE STEEL PIPE 10 ,�/ COPPER PIPE ADAPTER CONNECT SUPPLT 10 EXISTING SUPfIELDERIF.T EXACT LOCATION 6' CONCRETE PAD (NEW) 1090 6' PETROL METER MODEL 1329 TYPE 112 TANK DETA I L •SO SCALE: NONE 2YD -0517 .B0 -10111 STY R(YIS101 IT APPQDYCDI 181[ STYI A 1 MODIFY TANK 123.29 Jf 290015 -05 RLS KC ITS hl -)D -RR 1 APPROVED' MI 1 I I 1 1 ( 1 FACILITIES DEPARI0ENI ❑ AUBURN, WA. 90002 ❑ (0(1011. 1A. 96201 0 KENT. 1A. 9B031 ❑ PORTLAND. OR. 97220 ❑ RENTON WA. 98055 21 SEATTLE, WA. 98124 ACCEPTABILITY 1015 01510 A115 /OR SPLII(ICA1IOI IS APPROVED APPROYID BY 0151. e/ll RADA B IOAI HUE 0 DATE 3U11111L 1 r 5 —It DETAIL MCI IDE1ID al IY 11150 2 .82.2.27 TANK PIPING PLT 2 A 12 -15 -89 LAST R1Y1510A I SYM M- 5 1 7 ID5 MD. 290015 DATL or (1/25 DYE. ME. 2.TD -0517 PLAN VIEW SCALE: 1/8 "= 1'— „ 4 FILLd ' TANK DRAIN 2.YD -11 2.82 -111160 STY REVISION IT APPROVED DATE 1SYM1 1 1 REVISION IT APPROVED DATE 7111 DRAVIS; MAO 11ER MIMED 10 1111 1061 LEVEL U S1 CAIIM) FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON WA. 98055 • SEATTLE. WA. 98124 ACCEPTABILITY THIS DESIGN AR0F0R SPECIFICATION IS APPROVED APPROVED BT DEPT DATE GENERAL NOTES. 1. ALL KETONE PIPING 2' AND UNDER 10 BE BLACK STEEL. A -53r SCH 40. FITTINGS 10 BE 150 LB. Y.I. SCREWED. 2. ALL KETONE PIPING 94' AND LARGER TD BE A -53 GRADE 'A', BLACK. SCH. 40. -FITTINGS TD BE BUTT WELD STANDARD WEIGHT. WELD ROD SHALL BE E -70. CONSTRUCT I ON NOTES: 1. INSTALL PIPING Al TANK AS DIRECTED ON DETAIL SHEET 2.CD- 11517. D> RUN 2' SUPPLY ONE FROM TANK TO KETONE DISPENSING STATION. RUN LINE ABOVE ALL DOORS ETC. S. HYDROSTATIC 1E51 PIPE AT 150 PSI FOR 1 HOUR. 4. SUPPORT PIPE Al 15' INTERVALS. FIELD FAB HANGER BRACKETS FROM FRAYING CHANNEL. SUPPORT BRACKETS FROM BUILDING STEEL. P1 P1 NG MECHANICAL MASTER OLDS. 2 -82.1 LAST REVISION -TTY SREET DATE M -160 OF ADE ND. 298015 -05 DB /195 0(1. ND. PLT 2 2.82 -10160 4-- T T ED iiiiii nnn . i EI I ST I NC KETONE DISPENSING STATION iiiiu nnD Y 4' ts SUPPLY S' O PLAN VIEW SCALE: 1/8 "= 1'— „ 4 FILLd ' TANK DRAIN 2.YD -11 2.82 -111160 STY REVISION IT APPROVED DATE 1SYM1 1 1 REVISION IT APPROVED DATE 7111 DRAVIS; MAO 11ER MIMED 10 1111 1061 LEVEL U S1 CAIIM) FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON WA. 98055 • SEATTLE. WA. 98124 ACCEPTABILITY THIS DESIGN AR0F0R SPECIFICATION IS APPROVED APPROVED BT DEPT DATE GENERAL NOTES. 1. ALL KETONE PIPING 2' AND UNDER 10 BE BLACK STEEL. A -53r SCH 40. FITTINGS 10 BE 150 LB. Y.I. SCREWED. 2. ALL KETONE PIPING 94' AND LARGER TD BE A -53 GRADE 'A', BLACK. SCH. 40. -FITTINGS TD BE BUTT WELD STANDARD WEIGHT. WELD ROD SHALL BE E -70. CONSTRUCT I ON NOTES: 1. INSTALL PIPING Al TANK AS DIRECTED ON DETAIL SHEET 2.CD- 11517. D> RUN 2' SUPPLY ONE FROM TANK TO KETONE DISPENSING STATION. RUN LINE ABOVE ALL DOORS ETC. S. HYDROSTATIC 1E51 PIPE AT 150 PSI FOR 1 HOUR. 4. SUPPORT PIPE Al 15' INTERVALS. FIELD FAB HANGER BRACKETS FROM FRAYING CHANNEL. SUPPORT BRACKETS FROM BUILDING STEEL. P1 P1 NG MECHANICAL MASTER OLDS. 2 -82.1 LAST REVISION -TTY SREET DATE M -160 OF ADE ND. 298015 -05 DB /195 0(1. ND. PLT 2 2.82 -10160