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11900 SW PACIFIC HIGHWAY-1 MW rip ' I MASONR' t Ei00F Lige AND gill:::T llEIAL WORK C. atiur, and WorkmanshiF► A. Scope o ;;ark rk shall be done by skilled mechanics is a thorough and workarr.; A. Sc2pe of Work ' 3. Wood floors and sash shall be primed :,efo:•e setting glass. 'sea putty and : .ne tnasor.r.: contractor shat : provide all materials and equipment required to anface putty Klass and installaecal ;lazing points.d in accordance with local codes ane ordinances. 1. Contractor shall furnish all labr:r, material and equipment am lete masonry q pment necessary to :-om- a walls of this project in coordinated w with rice plans and adeci - plate all roofiug and all sheet metal work shown on the drawings or here'.. Contractor shall ')e responsible for all glass brceakage during the constructfan ficatians. The worn shall oe properly coordinated with that of other trades. 2. A elks, driveway approaches, curbs, gurtens, etc. , placed cr► specified, or both, as follc­.-- • of the station. Al local laws and .,, dinances applicable to the work shall be fully complied P halt be installed according to the aetails and specitic , f »iLh, the egulatin8 authority a. Ro.ifing b. Extc•-ior downspouts Materials 3, All s 1 footings shall extend a minimun of 18" below n nd tc c. Wire a-rainers ?L,;aTERING solid bed soil or below frost line. Hoar slab edg;a e, d. Flashing where roof abutta vertical surfaces 1. Concrete masonry units shall conform to the physical requirements of the huildin wally r.at structural and need r ;tend only 6" ni- grade e. Gutters A. Scope of Mork local buildir,+� code and the current applicable A. S.T.M. specifications unless o required by local ordinance. applying to the particular use or construction in which the unies are em- B. Roofing Contractor s:�all plaster all surfaces tailed for on the drawings with a ;ypsum played, Concrete masonry units shall be in a dry condition, when delivered -.. Concrete w le around building shall be lorroed enc monol.i , +call plaster hereinafter specified. to the ouilding site and shall be protected against wetting prior to laying Y 1. Make - Roofing shall be Johns Manvilie "Aquadama Standard" 15 year bonded roof with founda 1. After steel building i. in plat table s- :l be or equal. R. �laterialc in the wails. fi-liuhed smo true with cement and sand :in -sh. of haeme ement _ _ i - shall be thor uah+ed into rough concrete ware just befor,- ,plying 2. Preparation - Insulation on deck shall be properly applied to manufacturer's L. plaster for first ar.i second coats shall De "Red Top" cement plaster as r►an.r- . cations. cement and lime shall conform to the applicable A. S.T.M. specifi finish, factored � United States C; sum, or approved cations, specifications, and be dry and clean. Cants shall be installed y yp ppro ed equal. in the angles formed by she deck and +.••srtical surfaces.�. Where concrete pe slabs are to al pier. : t shall be thor,, :.ply 2. Lath shall be ''Meshtex" expanded metal lath of galvanized copper alloy steel , J. Mortar sand snail be well graded with all the material passing a No. 8 sieve addled and tamped fill material l pre , and not more than 2" percent passing a No. 50 or more rhan 5 percent passing P P 1 he a:. specifi else- 3. Application - First: Lay one ply of Johns Manville 15 lb. Asbestos Finishing weighing '1.4 pounds per sq. yd. as manufactured by Penn Metal Company, Inc. where under Rough with a base of sa; provided direcr under Felt (perforated), lapping each sheet 2" over the per.- or approved equal . a :,o. i0O sieve, Banc' shall be clean and free of foreign matter. the slab. ceding one and mopping the full width under e&ch with �. water shall we :resp and clean - suitable for -drinking pureos As. Slab Details Johns Manville 190 Asphalt. Use 40 lbs. of asphalt per J. Corner Dead shall be a standard expansion type, galvanized, with 2�" fknge. 7 Th1 kness square for pping directly onto insulation. r Mortar spall consist of one 1 Floors for offices, rest store C r + b 4 U. Installation_ i ( ) part of Portland cement, one (1) part of Lubrication department. fl ist pad land drivLway pads 5" Second, Over this felt, lay two additional plies of the Finishing n-drated lime or lime putty and three (3) parts of damp, loose mortar sane. 1. All wood stud partition shall ae plastered with three cast wocw en expanded Tank fill pads - email (Se for t of large pads. ) tl" Felt, lapping each sheet 19" over the preceding one and metal lath. Scratch (first) coat shall be applied with sufficient material C. Construction Driveway approaches between ne erty line 6" mopping the full width under each with 30 lbs. of Johns- and pressure to form good full at s to lath and then h suffici to mater al Sidewalks and paved parkways 4" ManvilleAq wades per ply per 100 sq, ft, of roof area. .• A:l masonry walls shall ae built to the thickness and to the bend or pattern (Local ordinance requirements a over these details. ) ;ace for brown course. and mortar joint treatment indicated on the plans. Where no bond or pattern Third: Finish the entire surface with a mopping of Johns Man- is indicated, the walls shall be laid in straight uniform courses with the 7, Brown (second) coat shall be applied after the scratch coat has s:-t firm ant Finish on concrete floors, esspl and aprons shall is a smooth • eel villa Aquadam, using approx. 20 lbs. per 100 sq. f[ of hard, brought out to grounds and straightened to a true surface •.:ith ro: and units in the courses above regularly breaking joints with the courses below, trawled finish. Hoist depressio way pads, ani service station de - roofing area. ` walk shall kava a broom finish. s and sidewalks shall be fini , med ,:arby and left rough to receive the finish coat. 2. Masonry contractor shall provide and place such special units (corner block., according to local code requi f not specified, 'sidewalks :., ,'. C. Shtst metal door and winnow jamb blocks, fillers, venegr block, etc. ) as tnay be required approaches shall have a haov Finish (third) caat shall consi,t of lime putty (aged) and gau_ini plaster, to form all corners, returns, and offsets using the required sizes and shapes 1. Genscal Contractor shall furnish and install all flashing, coping, collars, mixed on the 5aujind board and scall when finished :)e approximately 1 'i• , to work one corners and openin s and maintain a proper bond throughout the sleeves, etc. to produce a water tight roof. Contractor shall also free from cat faces and any other deformat:cns. Coat shall be trowe:led p P g yo All floors shall bt tonere d ha th a mixture consisting . f 4 :o a smooch and meed finish . length :f the wall. parts of masterplate and cement using 0.5 lbs. of Nile -,!en furnish all flashing material that must be installed by other trades per sq, ft. Mix dry, us air ter B int and apply re a dint coat and supervise the installation of such flashing. :, Masonry walls s`.all be plastered with t••io coat •cork. :ase :oat shall ''De 3. „!here interior cc,rmcrece masonry partitions meet other interior partitions or in accordance to mfg. a Master Bu o. After concrete hardens exterior .able, a masonry bond or the equivalent in approved metal ties shall apply one coat of Lit wax. Substit f brands, or methods .,f 2. Ma ria - Plashing, copings, sleeves, etc. shall be not less than 26 ga. gal- sprl ed wick s .:::cion: iaterial and cressu-2 tc form ood bond •.:t' marorr-; be provided. end then be dou� led back to 'grin^ •- equal, or better, qu be made only w approval of the Pur seer' s vanissd iron and will have a shop coat of sine chromate. After E the plaster out to a.rOur.dG, s.. a:3ctened installation, paint shall be touched up. to true sur:ace ,ith rod and darry and laic rou3 h :o receive ficis: cast. Engineer. Moderately wet masonry surface before plastering. Finish coat shall oe 4 W�.ere stud interior walls meet masonry walls, contractor shall provide 3/8' STEEL AND LkOt. diameter bolts at 24" o.c. Vertically threaded end of bolts shall extend ne- 9. All concrete um as specified fir. three coat wer,f, pump , light and sign stands , ledges, steps curbs, sand interior face of masonry walls at least 2 ". shall be rounde edges wi.th a 3/4" radius ool. 1. Scope of Work J. Corner beads shall ae installed on all external corners. They sial! ae 5. Full bedding shall. be used underground and in areas supporting beams and lintels. 10. All anchor bo be set before concrete is po ontractor sh•+11 i• Furnish and install nil steel girders, )earns, 1,eam hangars, oearin, plates Ind '_nstalled plum and true and nailed secure:y. Face shell wedding with complete coverage of face s'aells ran be used in the bolts, etc. shown on the drawings. Y check Lpour 1 thimbles, pipe and conduit and all be i.n place :'se an expan;:ed metal corner lat`-. wit:. : `flange or. all inner corners 'aetw_en balance of the walls. Furrowing of the mortar shell shall not be permitted, before pour rete. 2. Furnish and ins tail alt reinforcing steel a.nc mesh shown on the: drawin, s, walls ar.d wails and ceilings. 2ilings. Mortar joints st'•all be 3/�' thick with full mortar coverage on vertical. and 11. Contract pour a 3' x 3' square section around t ram wit a horizontal face shells. Vertical _joints shall be shoved tight. 3. Install all steel sasn at,d doors As shown on the drawings. ?urc'nase: ..: 1 b cold jo finishing concretd around the cam care incl ken so -hat furnish all steel sash, Door frames, moors, sales office sasn includin. steel Mortar lointe for concrete mason:-y walls to be exposed or painted shall be concre of interfere with adjustment of packing glen column and fabricated units ad;acent co and between overhead doors. %. struck off flush with wall surface and when partially stet shall be firmly com- 12. Con hall be responsible for the proper acted with a r p protection of e d .r-ing B. Material p pointing hoc fr .ether or against Excessive heat. --- 1. Structural steel shall confo m to the "standard specifications for structural C. Mortar joints for concrete masonry walls to be plastered, stuccoed or used 13, or shall clean off all concrete splashed on walls, doors other steel for bridges ant: buildings" of the ASTM, 3s amended to date. as Dack-up shall be cut flush with the face of the wall. e, ?tc, 9. Radius corner blocks 2. Reinforcing steel shall be intermediate e-r,rade new bili" - steel conforming to shall be used at all building corners, doors and wind,,w actor ";hall install floor safe, furnished ')y Purchaser, if one current ASTM specifications. openings. plans, according to manufacturer's installation details. 3.iGWire mesh shall conform to ASTM designation. A 185-37.. .1'.1 cores occuring immediately below beams or beam hangers in the course of concrete masonry which carries the roof, shall be :filled with mortar of the C. Installation and Workmanship same quality as used for laying the wall, or a course of half-solid units shall be used. :.UMBER AND ROUGH CARPENTRY i. Structural steel shall be clean and strai 11. .:eb reinforcing, or equal , shall be installed in every third course or as A. _icope of Work cause for rejection. g7[. ;t;a• p pinks or bends s.."..;11 be shown on drawin s. Reinforcing shall he lapped a min, of 4" at corners and Furnish all labor and material necessary to complete the lumber and r,ou. 2. Structural st@el shall be painted with light grey galvanized iron: drimer prior at the junction of two lengths of reinforcing, carpentry work shown on the drawings, or hereinspecified, or both, a:, : :.Vows: to erection. a. Beams and joints 3. All structural bolts shall be galvanized and screws shall be galvanize-- or 12. Cores of blocks fir. foundation courses shall be filled with concrete. Exterior b. Ceiling and roof framing and interior faces of blocks below grade shall be treated with 3/8" thickness c. Interior partitio.ls cadmium plated. of asphalt applied In two coats, d. Rough hardware 4. Joist hangers shall he Style #A as manufacture,! by Hohmann and Barnard, Inc. 1t conclusion osonry .+ork, contractor sl:-ll clean down the walls, remove B. Materials or equal. Hangers shall bear on solid half masonry units or on blocks .n all scaffoldiv,. r.d e,iui,•�ment used in the work, clean up all debris, and re- which the cores have ,een filled with :mortar. I 1 . Joints or beams shall `+e "Construction" grade Douglas Fir, Coast Type, ,- th ,o•.e same from t7e premises. a fiber stress of 1500 psi or more. • 5. Steel sash and steel door frames s'iall :-t? set .n place before masonry .ills are one :. 'Roof decking shall be 2" x 6" T & G "V" groove, kiln dried, conatructior +. laid up. Frames shall be anchored to ill ..its not less t:-.an i metal anchors to each jamb. • CONCRETE WORK Douglas Fir or Pine. e of W_o_rk Interior pr.rtitions and ceiling framing over orfice and rest rooms shall ae "standard" grade Douglas Fir, Coast Type. GLA A�:D G...A,'_lNc actor shall furnish all labor, material and equipment require __ _ trete work shown on plans and includin;�,: quired for concrete work. C. 'workmanship A. Scope of Work s b steel shown on plans. . Carefully lay out, cut , fit, and erect all framing, sheathing and other terns Contractor shall. ;laze •r; l windows and doors as ' g c ) _� nchor bolts for steel building or sign s its furnished of carpentry. s;,owrm or the Drawings. sign location by sign company. B. Materials Brace, plumb and level all members and secure with sufficient nails, spm es Bases am, sign, and light standards and bolts to secure rigidity. 1. All window Klass shail be DS3, weighin;; approximately 26 oz. per sq. ft. \` e) wash rac grease trap with steel ate, if shown on as manufactured by Lih',ey- `wens-Ford or equal . drawings. �`O� Construct roof as shown on drawings, using mat• • ial, size and spacing sl +•wn. f) ;cop and wast La all 2. Crystal lass shall be p y joists with crown edge up. Warped or twiateb joists shall not 1 used. Y g quality "A", 3/16 trick, weighing approx. 40 oz. per h, Fill ads over ter shut Roof decking shall be nailed with 2 - 16d nails at each bearing. End jo nts sq. ft. as manufactured by Libbey-Owens-Ford or equal. � a�j f h, Island casq sox an py sl, �,ax and post b Purchaser; 1 P Y of decking shall be staggered. Drive T & G ti;tnt together. ��... QR 3. Obscure glass shall be Lib bey-Owens-Ford "Dtffusex'' 1-/32 thick, or equal. ��" F '- r 2. Contractor. shall ,;ursntee workiariship against defects for w ;• - `'�p Q V n p PtF Provide and install al , rough hardware, including all metal fasteners, p area y period o: CWE]b'P mor,.`is. , to re, a'. r or replace at his own ex- and hangers for the proper installation of carpentry. 4. Pretty for steel sash shall be '' 'arm-Glaze", Type G, manufactured 'a the ;rm- ' J pense an, defer- tF, t aP tiu,e. r'1 serape; Co. , or equal. p► �,,1�� �A�E-/� l B. Materials ` . Fasten wood grounds, furring and other engaging woodwork to masonry site approved metal type of nails, ties or inserts spaced to suit conditions. ,. Fully for wood sash •int doors shall be Arm-(;laze" Type M, manufacture.'. by 1. Cement shall be nd Portland the Armstrong Co, or e-lual. / l b. Nails, spikes, screws and similar items shall P of approved sizes and : 6.f. - pas 2. Coarse and te! stall be a well - ra sufficient to draw ani' rigidly secure members ; n place. C. Installation g not 1F+"ger than 1 g y LL clean an fore.'.gn matter. Concrete m 1 : 211: 31: with not 1. Class size shall. be -etermfned by the contractor by actual dimensions on the 131 more t als. of water per sack of cement velop a minimums 7. Install overhead doors in accordance with manuf ,cturer's specifications. job• tor., en th of 2500 g pounds per aqua re inch 8. Seal area between metai and wood door frames and mason" walls wi.t.h watt - � , y 2. Steel sass shall �e cleaned before applying; putty. Gla a sash on inside. 3• 6 steel spall be new structural grade and in sec building Proof putty .:,- mastic. e. wire mesh where indicated on drawings shall welded Glass to be ped puttied and face puttied sift; eel sash putty and held with � ba' 6 0 fabric, 9. Fit accurately, apply securely and adjust csteel wire glazing clips. -;". arefully all builders hardwar , Exercise care not to mer or injure work when applying hardware. I mom1 1,I�1►�111 111�11 11tI�n 1l11i11 Il1I111 IlIll111IIltJill ill 1 Il111il1�1I l� 1�1i1 1illlll 1111111 1itI��1 1l1 til lit Ill ill iii 1i1 �1� X11 �1, t1� tl� il1l1 1�1 Ill Ili ill Ill 1l1 111 I NOTE: IF THIS MICROFILMED 2 3 4 5 6 7 8 9 l�O l l 12 DRAWING IS LESS CLEAR THAN '--THIS NOTICE, IT IS DUE TO 410 0& X, THE QUALITY OF THE ORIGI•4AL DRAWING. 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THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - -- ___— ------ - r OE 62 132 LZ 92 SZ bZ EZ ZZ IZ OZ 61 91 LI 91 21 UI EI ZII II oI.1.-., 6 9 L 9 9 b EI--- I2 I�'���" I Irn�uulunllullull�u►Iluulnulln�ImIIIl1I1111I1111II1NINN�11�1411�11�1.��1u)�U,I, ,I�iIIlI11JIW�IIII�I11tIIlUIII))IIINtIlll1�W►�tItII1111IIIIlIIIUNII�I111IlUlIlU11111l1UU�W�I��II I �Iu1111�IIIIII��IUllllllll!!Ill1111111IIUIIUUIIIII f 31 . _ 1990 - - ,z 1 1,411 ' �/� r'x�s� 6d•P 110 43' 1w - ii , i -� + ' T. �-� -.`�' ` _ - ri✓56� �,'.�...'. aC.'.c 71% �v • ' � �'E•V I S l c:>N• /V- WaLc. at Ru/tQ/"d AZ06.8 + M• 7-eta" - 2G JtJua s,? - .1/Yt SHEFT-_ OF---- :� GENERAL PETROLEUM CORPORA;'ION DRAWN Gkr'.-:41-J : ,,,4 PLAN CN[CKRD FDRAWI�NG APPR'D l_I•,'.1• �••Jl\���. C` � �. ��• 1\/�: �.' NO. Y- APPR'D LNOINttNIN�O�wT. N.W.DIV.SALES KIINAM 5TATIONEI4Y A PKINIING CO., PORTLAND, OPECON 111383 300 W-08 Alm 111iloillp"m �.. ,�,,,„,�.—_�..=,........« o--•- ,..may.... . . . ......,, _. - ` ..... , I IIIl Jill II�II��IItII��III��IIIIIIII�IIIIIIlIII1111�IIIII�I�I�IIIIt�,IIIIIIIIIIIIIII�III �I�I�I�I�I�l�l�l�l�l�l� TLII�I�I�III�I�I�III11�'I�11111 '� � „� , 2 3 4 5 6 7 8 9 I�0 I I 12 NOTE: IF THIS MICROFILMED , DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - --- ----- - -- - - 06 6" Bz Lz 92 Sz bZ Ez zz Ic OZ Sf - BI L1 91 SI bJ EI zl Il 01 -6 8 L 9 5 b E z I"81� r .n+ Iliilini�uiiliin�iniliui�iiul�m��uII1111I1111I1111IUU11111�11�11111IhII_illIII11I11ldAM U1LI11I11nJIlUIIIIUIIIIIIlU1IU11I1NMI11111iLI11111tn1IIIIlIIIIIIiIlllllul1111IIWI11111I�I1I111111111111�1Iw11111111111�W1�1111WWIlJ1)IIl1�IlIlLi11lI11III111111UlIlWIn11 AY 311990 t +. •=�..q+wr1� .-.sM�js►'-:-.'�Yv-+r"..nruta,..+aha'^-r'art-r•...w o_am.r..-..srar.a er-aa • 77. _.' 1-_, ..�,...•...._._. � _.,....-•.a ••• ; r--. ,__' r1' .- . rte. .-_-i'_•"".._T.___'_' • —.I�-.._ _ _ --- c:�c..v G . ,( �.� r� 4 — .i I!' 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PORTLAND, OREGON 2113113 300 10.38 .: � :. _ '1 I I ► '. 1.. _1 '.' � � I 1 i It i i .I. f 1 i i i � i 1 I 1 1 1 1 I 1 1 1 1 1 1 1 t f l l 1 1 1 I' I I I 1 1 1 1 1 ��I I I I A 11'i i i i i i � i i i1i i i 1 i T l l 1 � l i l 1 1 � r � 1 ill I iI � III �III � III -� IIt � III � III � II � � � � � I �'� � C .� � � I � II � III � III � � � � Illl � tl ' Il � tlllll ( III � III � IIIIIII � tI _ . _ ` � DRAWING IS LESS CLEAR THAN I 2— - -- __3 4 5 6 7 8 B t0 t ( 12 NOTE: IF THIS MICROFILMED t THIS NOTICE_, IT IS DUE TO THE QUAI ITY OF THE ORIGINAL DRAWING. CIE 62 9Z LZ 92 52 bZ I Z ZZ 12 02 61 BI LI 91 SI bl E1 21 11 01 -6 9 l 9 5 b E Z :2 ��■a■■ Inlluulnnluulnnlnulnnlnu�w►In1�Innlmllutt�u�illurItu�Lu1111�JLIwlnlilaul�I�1111�lU1II1JI111lIIIIIIIItlllUllllll�N�IN1tj1111It11tItt11IIIIlIII�1111�I111I1U1I1111�11�W1IlII�IIIII�Ill1II11hul1I���I�,I�t���uI11u11ulltwllm 31 MAY1990 :�. I � ' t y I TG/--1 L'JF /S'.i•M!Z "��.'IL�:11141L;r EYQ. ./l% 1,04 /. 4'AJ7*'f.' 4'EE1-1 .le� + /�3/. C��LJ. 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' ' i�IMGt lo j -- , ALLOW Z Q' OF TIJf'511.:ci T•O I �t ExTEa.iV It�TCJ LU R! EiM O U . _ D U AKI5 C)F SIGN N ♦ ' ' _3' = ;_-� ' '� t.J►Tt A .ede. 4 •T. I t Y • -fit tMf I►wCMO>at. SOLTS 5=4. LQ d, t _ FUl10419HtDsy GtN. PET. CODI+ER I a' .e•1:,1J� �i �� S f� AIN ` ` iCU�T R CST Ott 1 ' l.. AN V deA 1.E '/2 1, .0 S C ALE Ww V 0' !V IN4YALL "IPF S�EtVE 1!J 1 � SLOVF TO MEl FAU ATd {,. CT• L.NT, S vy_1-•- •' I ' EUGF oF- 1 QL . ,gyp71 - 3'_0• ... 4� o' ., " - . • - � --- _-�.._ �-.ICt • INS��`. �,rt�S. ROR_ �.cTdN C,� ��� ���: S - I .. r�.. y IZIAND ` I,- 500 3' O' G•o'• 4' o' g'•p t - j ...__ O l A W C i A d - �- . Lw_-._.' —_' 6 0 0 3' 0 7 o' < o' �- - - r7 • x . _ _ 1 .o�T s s• c' I.c h 4 1 T A `L� A_ I s= . ,�, �. y, n• • M` • rURNI54EC Iyyo . . � ��� '- � � •� Q i�--- — �►.-'— R ` .lTl , � P 1 7 5 O I G. � �:G. 5 O, ..,E t • t G,�.' T GEN PT• /4 (;,RADE 3t 9' 8.O STUA UP "OG. GOPP6 R TVasE W•�w Sao O 4' p" _ • _ c 0 - FI • tI ' - ` tP _ rl Ip p f 4 O" I 9' p I 41 3 ; met ►W t•uf•+P ss uB 2 or TualuG I * i `• �I , _ + #- _ / :.J I a OUT F:ACI-% SIC)% Or TeE CAW 1 ( 0 0 ` '~ 1 f ► I� �' ul :i C OMDVIT FTLEC .�- r _ W ruaws4EQ A.NQ I 5 E C7 1I ON A-A_ / • II ``yvr% �• ° I lN3TALLEU SY JTNEQ$ I ' �µ►.r I Lij f II, I r t r I 1., W v o _ i� �� I b) N ��1/►' .5"1•►t a1 �+sl{Cy"•" t� 1 I oil 0 �_ __ y • .._—� t , • W h1HF 5t_f /C - SLOPE W it •�.i` .•/.�O�Q4�ai09.p.i • � ,, j� D137 1 WTI0N 50NX -r �/ 4l- _i O -�-►-----^ ` ♦ 0 W 4 i h M E F. T T Cl�' F P U. t irk/•J�,n YI, r y'! .i ^+` - i�%- _ _. .__- _ r. (" ! 10 N A. -�-1 -• y O._. .,�,T �4 J Ps M/� f VEP-T; .� � > > ,� r' +Ik 1 ,. 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FILL PAU ► 'V t V i /j �• �� h'word I ! 0 7-.. -- - 1O" F I L ft O K - O P vV fA 1 O4- A W I';E N 13 E LT OQ:.>L 1.: UNI',' s 012 MUCKE'YE '0717 CURNISWLt STRAP VEN: f`Ii'F FvRNigHa � AY Ger, PET To BI.Uc, It s I 'ls HOT TO aeST ROOMS N %- ,.\ COMPRE ss OR- + I r TTc'Uti: vest Du Tlc� --- /� .. •.� F► r W N c E 5 �.G J Q C £ t i 9. - • I __. �,I /I i ,ew I I Ad11� SLh�' SINK ` • ,.. • ..r 11 1 A , TO WALL . 0 _.�. t_ 1 __ E yt" ca..o To RL16T WM-1 - ~- - - dRAUf c ..5 ➢ j 4 /T" HOT to ww4N eAY _ I . ' ' A/ M 4w LOILINI�1►iCi FOUNThIN I . ! T ;� --7 • HOS t IrJ1I';3 . yr � • e p• _� i I colo To Lust awL :T -i- ?` I 4w sroP WASTE- VXLV E S To 1 •�, , ; 1 90 t I f` y1�J+ I I nt wow�R.ene� No's 24 GA. G.I. 2" PIPE` CAt•� i a • --I---- - - 4 I A 4 as I o I_ - - •- �'r—* , .1 __ -- _._,.. . tY ..__... __ _----- --- -- -- - I i I ulrt O N S , 3 4�I I y I I ZOO* GLOBI!- vALvit y INgTA�.. rOrif•ctESS��t? i ( t�Y a`oNT2. 2" LtN1i• TO 50 INSPECTION PLJ:i:, c- 2•. 11NEr f ARE EAS'._ Ar[G,S� t . r _ —... A � f`1 1 IUDE RM FILL. f Y C' /2 ' P-SIG - A. Fes' L. -:-,] _lV I - 1 2 so' E L.'5 I �.>a I I • H 412 K. � `� ` ¢ ► ` � �4' TO 1'iLANDs 1• ` � 1 SUPPLY LINE- '� ZOOt GLOln VA.L\/ttS • '' , ` f.1.tv,5•. E .. IiY C'7NTq, F3 L A N I VA VENT LINE �� I I, {Y2" ALL 1/4'' DIJIrnO1.tU CUVEQ 2= 5" » 1 i 'ro 8709r, Roo" AROUKO SQ. W/ i1NGER tiOLtt. � I ', f�' TO NOIST COu17;�L . Z:B_.Z1.=1' _. �-- . F1LL 9OX- OPY� * IQ[� 1 •. ��• BUCKEYE- « 71"J � }� -._-_. / '+ • • .. 3 90• ELS h 1/7 ' Ta Lust— kl.oc�l-• �QNlSt•IkC� 0', GEN PET. I I 1 NOT t I. IRIS* PLUMI&MG PLAN �;it ♦ . FOR LOCATION OP PIT. A • ' Z. SLO»1! ALL !LME S TJOW►J � ' 2, 02 r I I z" LUG 41.SLC CowOUIT TO STOW 4 MIi %T'E3 VKLVas �i LAG o Ft o02 I S26 EIEC- PLA-t4 2" COuP1 ,N�• SF+ � s•t TO LEJ� L.• t! �. sits, MLUtA*1NG *v& � ■ Qp I • 1 CVOOlt i1NIE5OI THAT M1ptE R ! e! I I x"��. FLoap'. O • ', I ADDeO OCE. COMITTIJ:p. N W A 5 T OIL TAN K IZ" Gi2AVlL %to + AM I F Ll rz N 1 t H E Q 13Y GE N PH T a I •' I a 7 N 4` Q 2 90' l�f • I lURtIISJNElC 1Y GEN. PET. . g• ' vl :, r� I ° " • -- �. I 2" LIN° TO TANK• I • �.- -- ...- - _ -J DE IL lU ?� �'M. FI1_i C0mpRt515 PI PkNV C� Ey1 IL 40 l i 1 _... ._ �'-•r• - ,rr.: -,✓•:+r.^:ie-.s-n sstC r:a1r..-C.::f• q •:••--•x.1Mfi.Y arts-aJ.' -.... ��:-aC�.:si-'.=.-- .- N O �•- t / _ __ ' -. __.•....., �� 9ET TANK' CIA d" SAvjt) PAD BACK 1 L l W I T'-1 Y4•�r _ _...._ � :,ALIO Ott S � C T'• 1 CJ�J N 15 T P 'AND WASTE- Irv_- A. 5 T t 01 L T A N S SHEET___ u•_. ��x:- -Y.-> - +ham-.r:ri m,,.•.. ._� _._.._ -"_�s,, .,.v,. ,. - BeALS 8 N Oyy N GENERAL PETROLEUM CORPORATION F Loo D L I bA5t- DeTAI L + t •� D"wf+ D• A_�_I a c e L. ►+ • II• cy• 1 -., ! L• - A 1 `,...J t rl I V,5T I-�•;1..,. A T I �.J 1 `J I_cmacKSD S T NN DAP f $ e A. L.* ; • 1 O►" N O S C A L. 108 NO. _ _ _ AP"'D DRAWING NO.Y- 3 C7�!► ArrR•e 0#041 64014NP DIR". ".w.DIV.SAL98 1 A T TrorH • • t slop' •c .,.p7+�"1.L.„.,_.-a t..�S..- dbt% rPIMP W won.- k •..d , . - yam, +. .'.. _ ,.,I„••*S^...:.CJ'.➢S'K•:lU�,w! - mswn w. •._. .. .r. • •. ..ww... .... _.._. l 11 1 1 1 I I I • 111 III III II III lil 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I i l l l l l r l l l l l l l l l l l l l FII I I I � I I I 7777777 + I NOTE: IF THIS MICROFILMED - I 2 3 4 5 6 7 8 9 ILO 1 1 121 . DRAWING IS LESS CLEAR MAN '— THIS NO110E, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- -_ -- -- — u I- --t- olllattr, IIIOII�IIIn6I2 lllne2 ulni I2 nIu912 III11S)111111 I lull)II NIII2 I2 IIIIIiIlllllllll01�111111 IIIIIIII!II1111111 IIIIIIIII IIIIIIJIIII1111IU1_IIIIIIIII IIIIIIIIl1I1111IIIIlIIIIIIIII IlllllllJllillllllLI�IIWIIIIiLll�ll�111�111�IWIIIII�IllII11�1I11UI111lIIIIIIIWI1111 p MAY 31 1900 I N N G I . INE • 0 P TQ JOI IRON ROD 3ET r 1 1*O 0'3 0 44 OD o._ 3�_ ION 5Zt OO cc Lj }{ 00 /0 • 0.5' IAJ _ J . Ii3oN PIGS FD.11.8' N�,� Z `, 30 In IRON ROD SET In ro BON/TA 0 ky o 4 or 0 _ . N0. DATE BY REVIS10N CH'KD. APPR. GENERAL PETROLEUM CORP. PORT LAND,OREGON � a • DENOTES IRON PIPES FOUND �' !, ��• � ' BOUNDARY & TOPOGRAPHIC SURVEY o x _ 0 �� O DENOTf_S IRON RODS SET � �� ,� A PART OF TRAGI 13 O1Irnc TIGARD HIGHWAY TRACTS ���i i��°'� ' R.I W; W. M. SEC. 35, T IS., R. IW; W. M SEG. 2 , T. 2S., IRON PIPE I WASHINGTON CO. OREGON S.W. coa. TRacT 13 PETTIJOHN ENGINEERING CO.,INC. PORTLAND, OREGON DRAWN BY L.E. E. CH'KD. BY R.A.B. DWG. 58 - 437 - I SCALE I IN. • 10 FT. DATE OCT. 29 1958 ' _.__ .. ._ ww�wrvWMnMrwuoalrwr. i -! .,...... ...:m.mwa.a.x.mu:n+4waar,^ - • .r.r....rwawrrw.w.«....w[+ww.u+hswM.w a.Irar+:a.Mawww Mw*..w r+cahur.+..w:wiww.r�.....ra —+.wr--rL..N-+wAll�.• - ..N�11WM► n+n.......+.n--....� .�....•.. �. - , _..�......r.. .. -.. . ,... - .. y ....� _ - w'�.IMOIewMll..✓Mv .rte �.,���. ' � '�IIIII► t{t Nit t{tIt{I t{'IIIit t{tll{I I{tIt{I I{tI►It lI►I111 tltlllt titltil t{IItII t{tltt'{titltll 11tItIIIIIIIIIIIIItIIItIIiIIIIIIIIIIIlIItIIItItI1ltll{t�ISIIItiIIIiIIIIIIIIII►III►►IItlt �`' 1 I �. NOTE I F THIS MICROFILMED I 2 3 ,,.._ 4 6 _ _ 7 8 9 10 �1 1 12 DRAWING IS LESS CLEAR THAN ---� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 QZ LZ 92 SZ bZ EZ ZZ 17. 42 61-- 91� LI 91 SI lot f_EI ZI 11 01 6 9 L 9 S —tl c Z I airis>» :2 rlllllll�nnluulunluulnulnnlnnlnUIII11I1111I1111IIIl1III11I11J1Il:IiIIIIIIIIIIIIIIIIIIII�I�IJ�IIIIIIIIIIIIlIIgIIIIIIIIIIIlIIIIIIIIIII1111I1!ll�lUIIIIIIIIIIIIIIIIIUIIIIIIIIIIIlIII11IIIIlIlIIIlIuIIIW�IIIlilillii!Illilll�llliJlllllll)IIIlII111liIIIW1lIlIIlI1111I11)IIIWIIIH MAY31 1890 �. f - - `/ENT. CAP I N 5 T4 L L. (Iii;fti �, E:,l "� N C 'T ~I -,"ti •� • ^ ,/ \l _ T '•!►• ' �•.�► ' w �.74► V Er �}r {) y '" .. 1_ �J ti,. i:�,._�,y .r •, R�. _ .•-.,,� •C_, ', ♦ • 1► .. '� 4�'I� 'Y i '1[1 ♦ * , 1 • '� I., �" . , I "� 4 .r '� •. / }L l 1•J ` f T.� b'� • ' 1 ' I « , J ILI ~�' -•- •..._ u Or �r 1 , 3N �t.�Li�„`!� w` • J • 1 J ,...� i.. ��'�'^ ;' STD. P1 P �� (.� C1 '.� J E Wr C 44:'t-C.)1k- V,,�k. _ ._�� •" '� ri 't' a� ! 1 e � • 4 C�tC"IN f��i'ati ,'5DC�' IC ' �: 1.;-4T L1 ��c To a':,� .c;,f':r�/..:y A Or W. � _ .•�' � �. N�.� •:. :N -+... 16:. x : « • `, � . --fir It , � LL L Li GENERAL NOTES: 1 . Tanks shall be installed in accordance wi th local fire � : .-----.__ ' � and building -odes . �« ,y` •� �'�F � � �-�-. 1x11.. '1'� /+t ! i. �4.J, T^�,! ,�"1"' ''.. � ��` j f • _ ,C' M.M '01 J-. y r !. •�. r , �Y' C ..'� „ . 2 . Contractor to check of pl plan and pi ping plan for tank 1 -r .. �� i. •' w� ' ,- t �' ; ` size and loc at ion . y • • �� ` ` .�.. •h�,,..~ Mi. �'� / �"ir s(s t^�! Lw 'J l�• �" •• T/J „ �' r:�'� ti! ! I 1• 1 1� Zr'�.A 1..Y . PIPE {s, All piping shall be galvanized and of standard pipe, r ! 4' ` �;._ ,,:•'.W ..: �.:. L..- :tet;,'* rt • "'�J hifj . GF :l.:C• 1Cr::?.i L ` .'ice f 3 . r- "" .. IL I�,� �� �. - � � ' threaded and c ou led . CLT' tU8 feLP_ CEt) ,*y e•� { 4. A3.3 pipe fittings shall be of standard a�al &eable iron , �t31- ! vanised . 6 - '� 1 •• 5 , 3uotion and vent pipelines to be 2" , ur-,less otherwise • - Use only key �->'�aste . ( Buckeye positive ,1,)int seal , or equal' .`'• •,r.,.w+*-.w..... .. .. _. .._. - ...,...- ...y.......i-_....+.,._ _,,,.......•r•.•.i_ -""�"•..•.�.._.. "•"".w"r""�"-•��► _.-...�-..•...---••ti.._•.�'.•.--,•.�.« _" -'"�''Z. ""'�'..,�/•" ............. •-- �- +�-f+:-•.•.r—.. ...�.:...,.,...��-.�,... .._ r.�..—�-•--- �• f _ 7. The 6 sand pad under storage tank is required for all underground storage tanks . Tn cases * ere corrosive soil • �' "`"'"�"""'�' conditions exist, such as cinders , etc . , the purchaser' s -TAN 4, Engineer ,may authorize additional sand backfill to com- nt -- pletely surround the tank with sand , S . Testing : After tank and piping system ias been <natailed , .j- tr U. (1 ��:� cap the auction riser at the puma island and introduce air "UAlum— 9 a t • into the system. through the tank vent, Line until 40 • in. pressure has been built up in the tank and piping system, • t--- > Check all piping joints and tank connections with soap surfs , ,^ ` c T + : R fro not exceed 4# on this test as dame a to tank may result . 1 �. .. B y �� ► •�A~ TQG`' `. •- � � `'. �-�' , ..... `'� �.'hia test is primarily for the tank and pr' y tank openings . 00 TO V t Zr After the above test harp been made introduce air into the ` T&J4W�• �� suction line at the pump island riser until 20#/sq , in . pressure is established against the angle check4a►lve seats . F« < 1 7A, M Check all joints and connections with soapsuds . ��intain this pressure for one hour. �►_ , ,�.. , ._ r+,/ ,� �, �� r-acs �_ �� �'�•► 9 . To avoid damage to the piping syrtt�em and possible re-installa- , tion at rontrartor ' s expense , extreme care is necessary in backfilling, grad! ng and rolling - around tanks and over pipe f 1 1 1 linea . Mrter hackfillin g, grading and rolling aro completed , 17 TOO T an before concrete t,�nk slab or asi*alt p vi is -�' applied, contractor eha;ll toot pu pe Wid piping sytitem under + .r • • , -� __� actual operating Condit - :na • Purchaser will delivier v ... - 1 F _ � '� ` �•I` ..._ 1 ].ins into the t.enks for thi.a test ~when requested by -- ,-- contractor I Tia. a Mr `�' 'V#=" �`'� GENERAL PETROLEUM CORPORATION � /r�._ ._....._. .-_"__ �t`/,��',i�lryc:a,, 0SCS a� ec��11 I � ,� *G OLEUM ORAT r �.. (• Iir,�� R �,i.�`.�... t 1^� �r I �, 5 A� �, ' I r��'9y7 • /�+�4 �'�� `.:�.tl ,.moi '' A w H ...�- •r'�'. 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'xn., ,,v n^r:,m;,.N•Q'. ... ..Cl.'aA11 _ _ - ..r;mrngewsgrrn ,: �Illw .M.w+riW�wl w . ,, .. ,'� I � � � I ►{ Ii � �.tl � l � l � � � i � { � i'l � � I � I � II � IIIIiII � iIlIII1IIliII � 1 � I � llt � tlt � l � II � � II � �� � III � I � � IIIII � � IIIIII � I � llll � l illll � lli � lll � l� llliil � l � l � I � li � l � � � I � I � lil � l � ltli � � � ! i � lif � l � � I � I � IIII� II � � � N01-E . JF TH j S M ICROF ' MED ►.... ? 3 _ — 5 6 7 g 9 10 11 12 11 DRAWIML) IS LESS G[ rAR THAN THIS NOTICE , IT IS DUE To THE QUP!I T Y Ur qE ORIGINAL DRAWING. — -- f 0E 62 82 12 92 SZ bZ 6 ZZ IZ U�' 61 81 LI 91 SI bl t, 1 21 11 01 6 8 1 9 S b E Z 1 I--- � ,lil{III���itl{�i�ill���liii�{i�i�{�eiil�i�:{i�1111;;ii11111111e11111�1111�'.!�I�IIII���II{III;IIIIi�llll�ll!!{lill�llll�ll�lllllilR�ll�tilllllli�lll)ill==�ill�.i,l�llliliiflllllll`IIII�IIIL�1111�1111�1111�1111�I111�11U.�hl�lllllllll.►sl1J.1.111.1�i1�1111111i1�llll�i111111111!!.!!��li�llll�I�ll�lhl�lltl