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ES 1-9 . . . ::..4.... P. -GP,' . itti /411/40" /SI. ei c Am,Apy .1imikr----, ..\-..1 • I to occupancy. I' ' 4'' .4. • 1 4 9'-c," ' 60 '- 04. 25 c ril . „ •,, , •-•% '•ilt$ ' • 7,-,( - ___- - - - '1°4 CITY OF TIGAR Cf.-EA/ Z,. ',el/Fp/A.:WE . ,. - • - - • ••_. - - • • • . : • . ,,-*' , • 4, ‘ . etc) -di ; ,..,.<34/./TIL SEVt'/C.5".5rA .--. r,77Te....,-- . . ..... ' rr PerA/Vtg./04 • A 110 D t 0 t:••iv ' 1 Tri 7 . , GENERAL CONTRACTORS & SUB-CONTRAC- ...„...,1 , .,„ . e APPROVFD FO9 CONSTR1JC. T1ON hi" 1 2T: 107::"...,4"..,5ii:7, 072.,..e.r,4 . .,, ,.,..,,..rm:..,,t."...:0...,...4,,... • ------- ---- -.4:-.. ' ; ''' • . 1 - ---TLIfIS Mai.,HAVE CITY BuSiiif.SS LICENSE . .,. /,147-'ve. AVA9 * • - -,.;:,,, ,,,' -,..7.i.,. :,,,, . . 7,--'--- ..;,..i.'t /;:tp. ;"6 .• ' •'-304 ..-.....e'/.../ . s\ AiitrAU. NECESSARY CITY PERMITS PRIOR • . , P•4 1 't• .1 b pp..•, . ' . N 4411.1.4f II 'pl.* • . fit.car. 7AgArgic /411.644/0 - - •-- \ 1 Zeitrig.414%-tilflifIMING SERV,ICES. - - • ......., . o • . 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OE 6Z 92 .1.2 9 2 S2 ty2 C2 22 1Z 02 61 91 LI 91 SI ttI El 21 II 01 6 1/111111iiiiiilititittitlitillmilltitiiiii1111111111111 9 L 9 S t• E 2 p311/L1ø -"- oilmilill4133046431olwithiviiiiilliiiimilliiihminlilmilotiloulioilifilliftilimboltmintilmilimimiliiiihmlimlinduillinthoiliutimicuthotliminulnulimluubmliniblulliiilioiloulim .‘, _ .. JUNE . 25 , 1990. , .,.. i- .,.. _ . 4,..... } ' r •s. .-tea_ +' ! ,/` t 11 r Ih T GENERAL NOTES ,)"4.1,, .r,.. «, ;, R I. O++RAD. Y-p.�I- kit,. A 1 I T-Y- Py`"- P G S A L C- I� �TULt_F_D IN ACCOR7 WI At_L GGvERN► t�lG I :w I. ZANKS & IPIN N L B N N"- '4 TYR . , , ORDINANCES, J ` I _ - LEWGTN kl - - 2. EE GENERAL ARRANC,EMENT CRAwIt.IG FOR ACTUAL TAN' C SIZES, ��- - -_ -- _ -'t" I I I III" LOCA'TIO�1S & FOR PIPING PLAN. Lf I -9 .01-0 J ITO 110" I 1 -- } 'r I II �, pIPE & PITTINGS Su ALL BG. I. P. STr�NDARD al1LVDNIZED & TNREADCD. USE-1:. ---?....-----4.•`----0.----...-- t�-s•�. 1� ST A N h P�D .�- +w .. _ I A r--; - �. U. G. STORAGE � l I TLK1K aELOW RECFSStriD CnUPLNGS, FIT ' tLIGS ON PRESSURE LINES Ot•hLY S�AL � BE 1 .. -,! T-` -1 MIN.; 1- a T-•- -`- -1- i'I - 1 5 O ttM. I . F I T T 1 N G S 40.•MiNiMing•••00,1•••••••111•MIIMIIMINNIIIMIiMINF, L ilt I 1 0 7 ... , „ 11' CC O a TA�K a ^'-• I _ I '-}0. -- 4.r,ILY WHEN '`4E_Q'D. - WRAP Al_L. UNOER.C,RC.,•-0,10 PIP` �3t � tTT1NG5. DOUBLE J' O a 2 U. L L.W1EL � __- _-- t I . I I I WRAP 1,A4/ GN7.-N6.LF WIDT�I O\ERLAIP GN EACH ',,„RAPPING• 2 " CVE R'�AP ON Cr• w a ,v o _ _ G SiR °E R 4 3 E WRAPPED Ep _ _ a W i �J + I I + I �J F _EXIg E CGNNECTION . VS NT LIhIES . ^ ITTIN 1� �' 4P4� r il '�" E- l� > IX M a (n › ,_ al I -c -- +-- - ± I --+ -�- --� +, „ PTO TOP OF CONCRETE AT BU1 �..OIM1G' . �_1SE IO MI L PO `lV'IN`t'L "SCOTC�•1 W --© © - r 1 I / ` WRAP " OR Af7PRGVEQ EQUAL 11 W I C `G R. FI ' Oq __ � � 1 D - NGS 2 wlpE PCP LINES. + d I \ I ,( "TANK _ t9 �� ,•�` -Xtl3t_E C`JNNEER SHALL 8E4TeLLrEO AT PUMA 71SCNAC2£�E PER �� ' J, TY P. FORGED 5-TL. PLG. Z=0 vpRIES VARIES 12'0" ' -JFT#1tt_. t-+-GC4+=^�. A FLEXIC'�LE CONN LECTOR EE"wEE NI EhvI CF PPOO CT CP - -- 0 Il J LI LUGS I ►}-� .� LINE DT FUti1P 'ISLAND S31 VPACT' SnPETY VALVE A`f OISPEN�,ER 15 TO 8E C LL �, ; u u WI STO. S�IPC THREADS OF r• "' !f-+ " = SIZES SHOWN, INSTAI_LE� r t.;LY wNEN REQ D• GuE TO oREVgILING FR.,ST' il d �t it v v CO� ER WI METAL CAPS PLAN Or, FILL SLAB 'i! --C- -_ �-------• _..._ - ------- ---- ( r y � r ` � - CONDI-7 I C N 5. •w �Q • ( I DURING SHIPMENT (�4u = I+ 0,+ ,. � �V11N , . C,iNT C.��NtSTING OP TVt1a✓ 30° =_',....I__(.7) V�1 A !�! lRPL'� 8E , wErN SW6'�L aE. INSTALL `O WNLRE 1-(GRI ZGt•.ITN,L. P\ PC P 'JNS C I•�pNuE TQ • 12" �nnNNctLE PCD Jl�CKET MANHOLE 24" >< 24:' VCP l +*>�L EiFECt�T NCRE -A FUE1Elat.� rONrb+.C:+ +� l, V=,S O. C i r PLAN ��T TOP OF TANK o�w IpL�-A WI MI,NL��;LE INSERT s II4u I ' G', N ,‘ 7,.VrNT _INE GI-IALL 3C �.A , D w; A ! �. tv-T4NT LPNAR -_ SLO :1E F 4 r r _ .\" \ ,______,. .r. ,., . .. , ,whibm: , ----t- MI wA ' = ry y\ N. , C P '� �E O •. -i_ANDAR � T �N!✓f � IMEN � IOt�I � OCTA �n ______, ,... �3FIL � _ _ _ _ G� � � v .. c:',. IN r , e • a • •- • • ) . / •0110C `` � NtINAL MIDWEST EtaST WT HcAD Rr APPRC WT. CO'' m� 1 ^ ^ mak.-- `--X X--. I T ^ UBMS R a C PUMP I ? I t�;G QC)ACI'T r JHELL PGUNO .J 1 - GALLONS P', AMSTER LUNGTN DIAME , _R LEN �Tu _ �C IMU t. ,, -� ' 3 _. N K. 1 I� a„ �c (� ` r P .I E-r M V�' I L',••- S'_ ~�n L 1' G 7 E S LTA 1 C,G , _ T� _ � Y I ' - ' ,, A •. , _ u ._ „ , n 1 (� �� _ IQ. E EP. �I' I ,� ►i P ED 'SCK h^ C ^ r ,. v !` 4GOb (04 - 5-4 an' 4-0 ?5 /2 =x+' 3 /2 204'. Ii=G 3/1G S-400 V 1.. r .t. .I .- \1,'r 8GPM C' ` R. HOSE .. F : 1\1�r.E• MPC^_.:,C , J,"" Z CD A'-~ • r = .r , I„ „ _ I I u - - -•" 1.4. i-IP < .� L P M (� V,: , _ I” r ``� ?' r '� 6 �r�C; 96'' B ., . 193 - 16- 95 = "7.: I" 204 - 7- G 4 i 5200 aCTION ,� -7 (7n '.7v\ - c OP - N •- ,., T �� "0 REBAR-SEC P ..',ty �'C �. AC _L N...S X11\' _� QNE _Y Y C • . BOGG • DG" ='$+• 0" 25G", 2i_A" 95 = 7-I1' 2041+ - G --2-G' I/4" ,s0 I"- t ' " Cu" K Cou X # 10 10 w,w. M. a a PLUG ALL. JNLISED 7-INNly. OPENINGS. 9 .5. .. ',..*: 9r' _ e 5 319 = 26'--r 9E = 71. 11" 3. 0 j - 2� -C 1/4,i et9oo Ili:W , 90° ELI_ i, %'' NIPPLEg 1 I „ • 0 •� 9 F 't _ S_Ac),.._ 1..\ 2t, TEE - E'�SN DN. FILL "..,‘,..ha ��.GCKG'JT IN P. I. 3t� / . - t= C/r? TUBE 1--- -` •l, r".. .€ ' • .—.-- . n - , a 1 TLI�`_-_ -- • a. ;I. L 1 r�!tel -- L�=— _ _ — , _ �" = � "� i c, I < �.P I ) OPUJ #( A ADAF�TER - 4 I FRONT DIAL SIDE CF Z v n • a r � r n n, p Q�TER C,Gw _ _ _.. _ , rinW # (1134 B GU`',T �'' NIPPLE r-I 1 DIS^ENSE� ,-' - `�' ---per ' '�� ; UNI SEG n A r� CRP wNEPC VAPC,F' - PLA �! 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PUMc- c� ,� - , w ,-, I ., C E C L.� T z s ` . a u o S" STD PPE PLC,. _ 4 �Tp ALPS PLAN IMPACT SAF _TY VALVE 1N STALL , N " w `' 1 1- • �' a - - - ` �� rp,'�1R F U �I. -- 1 = I-c — �.. , 4,,,,,,, ,,,,, - .. 1-- I -. 3 T PIP` Ii iii _� . 1 �' . .� Z a' k - 4'' TnNK FLG. - 9G° ' MSL ' ' 4 a 2 QIP -I(JN LINE- :._'_,PE UNt � N E'�L W� U �11.CN NORI , _I' I- , _ 1 1 r N-• 4 x 31 P T E J S I-41 N G __.,.• D N. 114"/ F T. `h r ---•� `�? 1,t... --� '' .17V v � -^- �. ; ,i _ r_12-41-'44% _ 4" T/1 !�, 1�. _is w i E .. 'f � (, .l. U N,1 G-N + 4- L G. r i t. P. - - < • f /'�� /-�- '� ��\ _ %!f `� r� J T��r ,7 UMP I(-- ... .\,\177..) V•71*•71* •.,:*4 , . . I ___ . __ _ 4„ X "' Doug'- - 7.1%,p^ - `~ - -+, ( DRILL 11a�+� I�COLE _� DRhI,L IJ8 tJOLE ,• P.T. BUSHING S_ 1-I�AR - :• YTIC r, GF VA'w ` 114" I' " E ^ w T .� � Cr:: I • _ -----14 i� ` _ " 3'18 ALUM. d" �;c,N�, G LG. — 1 _ _ _ ti- FCP T NOTE l - �- _ r G-, EN. r' G ',, , R. 7!.., RILL 'fa''tuGLFS y { GENERAL CGNTRACTGR wlLL SE. 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THE QUALITY OF THE ORIGINAL `" DRAWING. - OE 62 92 LZ 91I2 SZ bZ EZ ZZ 12 UZ 61 91 LI 91 SI VI EI ZI 11 01 6 9 L 9 S b EI Z 10111'" 1 11I111IIIIIIIIIIiIlI111111111111111111111IIN1111111111111111111111111uN11Aw.MA41111111nIuu11.1t11un1n!jIn1 IfJIItItI11111t►t40111110.1tinHntllllllllUlI1111111111111I1I11�11 IMIuu11uJ�ullulduuluulu�l�lll�W]IiuIIWIIMI-6/1luhtl111111 ll 111" '11- 5 __________ .......... _........_ ....._ ........,... • _ lb . , JUNE 2 1990 =I- _ _ _ w • , k-LUc, STS Lrlc. r" BLOC, RIDGE rca PORT%CL� --- r D E ri rip __ ii _t... r ! I I , • _ I 1 • I I � I f In iv In1 1• 1 I , , i , L. .. .. • . . 1 rs 4+ ci4 iA _M' At....L 41 0 • i -- CAtJOr—f- L.%Nr.... Z , - o I., 1 F a 0 T t G P L 1J CO N T1_OL : g 51-L. CC*. TOP OF FOO'C1NC 2.I-6 I5CLOW FII.I,%SNL ) StsUS ROOM FLOOR_ i- _.____ . $, __ _- -_. 1 t P7777! f >1 •S vC CT • i CLC‘.1 COeNi.V. 7 1 • 3 Host-z- - 4 LAC 01 Ft L• •i(!) -1-----.— , t nq ` I 0 4PEFFOc % .K. t1 ' i I • . ‘ 21- (0' Cb SECT SON #A, . N, , RAY F. DECKER COMPANY �T L k"T '`= ��'C " ` ` (7 (Th• 2346 N. ROSS AVOWS SWC., . c_• kJ ROYkCtTY Pw' c) V-i PORTLAND, ORAVON 97227 K 1 N C., CITY , L R E.--:"C ted 8 DATE ...e �-_f 1 SHEET 1 OF 4 'ORDER NO. 7 c) -_ _ 7".,�. - ....: - •- ,� - _ u41�Is Ai IIA p M NRtuN - �r r _ W• iIiIII`IIIIIlIiIiIII1I'I'I1I'''I!'iIIIIIIIII'IlIl111lIIIIIIIIIIIIIIIIIIIIIIIIIIFIIII1IIIlII��II�IhIIIIIIIIIIIII'11IIIIIIIIIIIIIIIIIIIIIIIII1II 111IIIIIIIIIIIIITIIIIIIIIIIIIII 111111►I111III1 -� ' . ,.ate.. 1 I l . .___..diiiiid4 NOTE: I F THIS MICROFILMED ► I 2 3 6 7 8 9 I O I I 12 DRAWING IS LESS CLEAR THAN �; 9 214x THIS NOTICE, IT IS DUE TO THE QUAL ITY OF TI-E ORIGINAL DRAWING. — - - OE 62 92 12 92 S2 02 C2 22 I , 02 61 81 LI 91 SI PI CI 2! III 01 6 I9-..-1 . I1 I9 'S--•_, b E 2 1 01.11" rnIIIIiILIIII 1111IIuulnnlnIIIIMinnllllllnlllllllllllllllll 411�111) IIIIIIIIIIIIIIIIfIIIuIIIIIJIIII(�111111111111114111II)lillllli�lll!IIIIIIItI1IIIIlIIIIIIIIIIJIIII111111111l1i11111111/11111!Wl11UllIILIIIl11111I11111W1i111l111llhWlilll6lI1111I11lIIII11IlWIllt1 i JUNE 2 5 / 1 9 9 0 ....--..----- ..rte ...r�.- • rte-.......+ 0.,► ....ti _......__ ___ _ ......- ...- ....- -. -_a-.. .- a--.... .-_T.--.. ...Y.�wf.... • V , i •• r • • 1 • 1 Atir•., ,,; sir nfi`ldCorl,pany Products Division 18005 S. IN. Lower I3oones Ferry Rd. zig) ‘,,,.; Tigard, Oregon 97223 Mailing Address: Box 23547 4\lt ;:' 4 v - • Portland, Oregon 97223 Telephone: 503 620 4553 e • • SCOPE OF WORT: SERVICE STATION INPRO Es NTS SSI 1175-11 ADDRESS S .W. Royalty Parkway & Pacific Highway Wast CITY/STAT E Ring City , Orepon DATE 5-13-77 CONTRACT : Steel JOB TITLE : Near 26 ' - 0" Canopy Listed below are the job phases in this contract in support of the following listed Plans and Specifications : G. A. Plan SS1175 Dated 2-2-66 Rev . 1 Dated 5-13-77 a - - • This Scope in no way intends to supplant the above liste..: plan details and is intended only to provide a convenient reference . Contractor shall be required to perform job phases shown on Plans & Scope-of Work in a neat workmanlike manner using quality materials ; sub-contractors ; and methods of the trade to produce quality construction . ConLract.or: is required to observe the following general conditions if awarded a contract for this job . a . Following job completion , a 10 month inspection date will be established at which time contractor and owner 's engineer will visit jobsite to determine if failures are evident in work am/or materials . Contractor is required to remedy such conditions immediately thereafter at his or his sub-contractors expense . .. � sae . ;�.,,,. ,�,- ., , —...�..,... .,. ^i'e�i'e'if"u. '...:.«v�--fit= _ _ .�..�,�._.x,.,, ...., v• .. ` htt t � � I ` 1 ISI til t1 � iii Iii 1�1 1� 1 Ii1 ISI I � 1 IjI 1 �1 1f1 I � 1 I�1 I � 1 ISI ij1 Ijf 1 � 1 Ike Int Iii 1 � 1 Int ill Ijl Iii Itl Int ill ISI ISI 111 tIt 1i1 Iii ol1 iii t 1 i i i ► 1 t tll lover --.- 4,. .-r I ""'`�"'" NOTE : IF THIS MICROFILMED I 3 5 6 7 8 9 10 H 12 DRAWING IS LESS CLEAR THAN —" - -- THIS NOTICE , IT IS DUE TO \ THE QUALITY OF THE ORIGINAL f DRAWING. E 62 BZ L2 92 S2 t EZ ZZ 1? O 6t 91 L I 91 SI b l CI i? I H 01 6 9 L 9 S V E 2 1 mum ,i, i ' I f I 1 uti AHI Illlitllllltililtttltiiihmlttltiltttlil roil111111111111. 1��1 111 .1.11I1IIII6111111011111911II 1.1# .IfIItiD111100hild tt titt111111111111111I111,llllu1110111111 1111 � I/ 1� _��l lll�wl1w111�� • . t 1•wr�wq _ a • el. E p4 1 = -.. .. _ '.'.a.,�r`e'o_�.�{1.YJ:.'f�..._+r.w...»....-r•.-....�................tlyplGVY:�M+.•+.Y�.. _ a.. ._... ..w..n i9 w��Yl..� N' ..rte...._ ty��'p •a:,r .. .- V .M�yuMstY. ../.MVV'rn.waw.+IWYuu..•YnWrsw.w,.wf a..ww••s.n...www+�y.w...• . -~ ��i Aa • -- 2 -- ., • b . In most cases the service station or facility will be kept in operation during construction . Obstruction of operation of the station shall be kept as rainimal as possible and complete "downtime" will be allowed only with Engineer 's approval . c . Fire and safety practices rust be observed rigidly during construction . d . Engineer is entitled to request a construction progress time-table from contractor to assure completion within time frame . e . "As Built" drawing ;oust be prepared by contractor and shall be submitted at time of final invoice . f . Lot shall be left free and clean of debris upon comple- tion and shall be kept clean as possible during construction . g. Trenches and concrete shall be sac•T--cu" to preserve appearance . h. Asphalt patching must be in material equal in density and composition to existing paving . No large aggregate paving will be allowed . • i.. All materials and equipment required for this job will be • furnished and installed by contractor except as specifically exempted on Plans or this "Scope-of- Work" . 1 . Fabricate and install attached 26 ' - 0•' wide steel canopy on sic of present steel service station . 2 . Finish rock roof tobe installed by others . 3 . Furnish footing plans for installation by others . ui 4 . Drain canopy back to building roof drains if possible . • S . Permit by others . 6 . Columns by steel contractor . • -'i 111111 ►111111111111111 ' 11111111111111111t1111111111111111111111111111111111 � 111111II1 � 1111 IIIIIIIII II � III , II ! � Ipli � 11 � 111 � 1111t1 � � 1111 � IIIII 1111111111111 i111111 ► 11111101 NOTE : IFIHISMIGROFILMED I 2 3 4 5 6 7 8 9 10 11 12 111111 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. • - ___ _.__ .-. - - - _ OC161Z 92 LZ 9Z SZ 0'Z 2Z ZZ 1 O? 61 91 LI 91 SI 01 El 21 I I 0$ 6 9 9 S b E Z I :N11'" �r1111111111111t111111111111I�1i11i11111111 Itt11 I 1 i - ` . -i `� 11114, 1 111111 Ill t4l6 tl�IllllllLl�,I.Illlllli�ll.,.�1111ai �11�h III-S)Iljf illidutttt ,40,thadIIll� .;ilIIIIIIiiiinI1111�1�I1b .1,� 1 11111h 1�lUl[Il!!!l1lotoi �l�hallih l r.+.�yl • ' '. - - ^.�.r..,. .---. a...+.•-.....-_.,, r' .-:3".:at.�Mwwr�7....._1'7WYIC ., ... .._..... �_ y '. ..., , __. -• . � - _rte._�,.a�,may + w •wir.V,,.r..«.......,..+ew.....,..+T..ro...+....,.. !� .a►• lthid At:1 )tict? - htieldCornpany Products Division f • 18005 S. W. Lower Boones Ferry Rd. 4/0 ! c:, Tigard, Oregon 97223 Mailing Address: Box 23547 Portland, Oregon 97223 Er Telephone: 503 620 4553 / SCOPE OF WORK SERVICE STATION IMPRO,,LENTS • SS!/ 1175-11 ADDRESS Royaly Parkway & Pacific Hi hwav W . CITY/STATE King City , Oregon DATE 5-13-77 CONTRACT : General JOB TITLE : Install 10`T Tank Listed below are the job phases in this contract in support of the following listed Plans and Specifications : • G.A. Plan SS1175 , Dated 2-2-66 Rev . 5-13- 77 UST-G , Proj . 130, Dated 4-9-73 , Rev. 5-7-73 This Scope in no way intends to supplant the above listed plan details and is intended only to provide a convenient reference . Contractor shall be required to perform job phases shown on Plans & Scope-of Work in a neat worknan1i1.:e manner using quality materials ; sub-contractors ; end methods of the trade to produce quality construction . Contractor is required to observe the following general conditions if awarded a contract for this job . a . Following job completion , a 10 month inspection date will be established at which time contractor and owner ' s engineer will visit jcbs:ite to determine if failures are evident: in work and/or i atcri.als . Contractor is required to rem.dy such conditions irr..edi atel.y thereafter at his - - or his sub-contractors expense . • oa ...» ,.- .-- ,, � .,. ..♦ � .a.....F � -. .r.. .. �+e_. - � • -C�� x•e�yp: C: iiipNnLlb"P�.��n..rs.•.�+�Yiarr aka. ._ V — I. ..•...... +wr<..+...,._,wwa„r„»... ., z•wr.:. ► - -,w'�.__,w+w "'� � x'111 I � 1 III Ill ill fill Iji � � � III I � 1 1 � 1 111 1 � 1 I � 1 1 �1 Ijl 1 (1 ILMI Ile Ill 1 � 1 1 � 1 Ill fill fill Ill ISI rel ISI ter � 1 Int 1 � 1 111 III ill III III SII III TII Il ' III III III IIS III III `" 2 3 4 5 6 7 8 9 10 H Ic NOTE : I F THIS M ICROF I I_MED ► DRAWING IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TO \ THE (QUALITY OF WE ORIGINAL DRAWING. -- - --- X 111 • 1E 62 ~ 8Z 1Z 9Z SZ bZ C2 Z?. OZ 61 81 LI 91 SI bl CI ZI II 01 6 9 9 5 E Z 1 "M11" ►IIIIIIIIIIIIIIIII�IIIIiiIIIINIIiIIIIIIIIN11111111111111111111N 1 M 11111Ill.lhll.: 0111111111!,1,1441 ! '1111010111 til iltJ tthttilffil ill11I , , i%, ' te IL 1111il�llfil"11�I111`i nhaffil�Udilliki111/11111111�!l1l1II11 25 J.4 . UNE --A , • 14 1 , 1 9 9 0 A.,,,,,__________ .....,,, • N 7.'•s"�. .. _ `.--�,,,..�......�.. �r - . --...__„ ,..._ ..._.�........ai.._. - rWr:r .. . ....rr.............r.,.,-.. ............,,yMwYWN.4'.. �/ .MY...r.»+ a'..". , , ,nrf�•.-. -? ' i:rww.�, .......,..,..a.,..,........ :y ..Y._._.,,r. F' _ %e'• e�►. x-.:. .. - 2 - b . In most cases the service station or facility will be Lept in operation during construction . Obstruction of operation of the station shall be kept as rilnimal as • possible and complete "downtime" will be ailoued only t•iith Engineer 's approval . c . Fire and safety practices must be observed rigidly during construction . • d • Engineer is entitled to request a construction progress tine-table Pro g -table from contractor to assure completion within time frame . e . "As Luilt." drawing must be prepared by contractor and shall be submitted at time of final invoice . f . Lot shall be left free and clean of debris upon comple- tion and shall be kept clean as possible during construction . g. Trenches and concrete shall be saw-cut to preserve appearance . h • Asphalt patching must be in material equal in dens y and composition to existing paving . No large aggregate I; will be allowed . • g paving • i . All materials and P� t_ eq ui ,:enrequired for this job will be furnished and installed by contractor except as specifically exempted on Plans or this "Scope-of-- Work" . 1 . Install 10M tank & 3/4 IIP turbine pump as sho-,n-i . 2 . Line connections and manifold changes in tank area shown . - 3. Disconnect turbine pump electrically . Puna to remain installed . 4 . Owner to furnish : 1 - 3/4 IIP Turbine Pump 1 -- 10M Tank with attached anodes 5 . Permits by Contractor . 6 . Tank backfill to be washed sand or pea gravel only. ;' ...` ., *t� r• '.. r. u` ',' ',9.:.i.'• ,.wlL„Mra;'.....iit:µ...x'.16.�i;;4a.:4.: ,._::.. .:..:: .. :di. .„. : � „� �, ,�"111 ' Illt ` 11111 111 ' 111 I n�1l1 111111 1111111 111111 l �1 � 1 � 1 Irllljl 1 � 1 111 1I1 Int 111 til 111 111 111 fel 111 111 111 111 111 11 I 1 I I I I I i 1 1 1 I 1 t i I I I ! 1 1 1 1 1 1 1 r 1 '° ' I I I I I I 1 < < I 11 1 I I 1 1 I111 � III � 1 $ IjIl IIIIIItII � l � i � t T ' I 2 3 4 5 6 7 8 9 I�0 I I I NOTE : I F THIS M ICROF I LME D2 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL � DRAW I NG. - ..__._—_ E 62 82 L2 92 S2 bZ C2 ? ,,�1,O 1 02 fit 91 LI 91 SI bl CI 21 II 01 6 9 L 9 S b E C 1 !- 11111 ' 111 • -I , 41( �1111111�1111111111111111�11111111�111 t11�111111111111111N L�LLuI�� IIIIIIIt�uu�lIltllltilla!Ilul lulitllliIlll�t,$ 1tLlN��1�t111t11�IttUlt1�1111IOttLlul111Lu1�U��11l1�,u� ,tll�lll�i111�11t1 1 ��,�WI111111tJ11UlllUhI111)I11U1llllllilllllLlhltl It ift— J UNE 4 2 5, ) 1 9 9 0 ....woo** _ ,rys r .. 5�rc -�,,.,°.rr.`— „ay, .. 'y ^� •4 1 - - Atl;ir,:►.,RichfieldCompany Products Division 18005 S. W. Lower Booties Ferry Rd. Tigard, Oregon 972237) 001" .. Matting Address: Box 23547 t_:. Portland, Oregon 97223 Telephone: 503 620 4553 • SCGPE OF WORK SERVICE STATION IMPROVEMENTS • SS'; 1175--11 ADDRESS Royalty Parkway & Pacific Highway West CITY/STATE King City , Ore on DATE 5--13-77 CONTRACT : General JOT; TITLE : Side Island and Canopy Listed below are the job phases in this contract in support of the following listed Plans and Specifications : General. Arr. SS1175 Dated 2-2--66 Rev . 5_:13--77 DWG. P . I .E . 1 Dated 4-28-77 -- - This Scope in no way intends to supplant the above listed plan details and is intended only to provide a convenient reference . w Cont_::actor shall be required to perform job phases shown on Plans & Scope-of Work in a neat workmanlike manner using quality materials ; sub-contractors ; and methods of the trade to produce quality construction . Contractor is required to observe the following general conditions if awarded a contract for this job . a . Following job completion , a 10 month inspection date will be established at ;;:-rich time contractor and owner 's engineer will visit jchsite to determine if failures are evident in work and/or ;materials . Contractor is required to reredy such conditions iwmediatel.y thereafter at h_I.s or his sub-contractors expense . ,.,, - ..T, s t+ .. reg.. . +n IRCftF+d'... • —.....r 4MM''iUan6vylld „ o, '.,_ :.. l'�'�� ' .. w .._.yaS^.r m' .�`'. '`y“k _ - `�� I ;. ,Cqr.�...�..�.'' ....r< .. 1 ..,/!w' il► .Il h' �� 1111111q / 111111111111011011111111111T llll11 111 ( 1 ( 1 1 �1 1� 1 i � 1 IYi 111 Ill 1 � 1 111 111 Iit 111 11 � 11t t� 1 111 Iil llt 111 111 111 111 111 Ali ilt 111 iii 111 111 ill 11 � X11 ' I ' ill ili --�' I t ! 1 � � 111C11lIIIl � l111lI � 1 � 1 � ,� lil � � lp _--- L.--- 2 3 4 5 6 7 fi 9 10 t I ,4 , j NOTE : 1. F THIS MICROFILMED — ,_ _.. ii.6 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE 70 i THE QUALITY OF THE ORIGINAL DRAWING. - ___. ____..___•_.__ . . .__.____._.._ _.. _ .___-__ ________..7.___________________.:_______ - --- -- ,Y OC 62 92 L2 92 S2 b2 E2 22 1? OZ 61 81 L I 91 S I b I C I Z I I I 01 6 9 L 9 S b E z l a��asw 0N111111111111111111w iilil►Nl1fitli111lifild11IIIIIt1I11111144 1 111111111111111111111111.11111041611014IIIA'tl4464114 tlt111111111.11/111111111rnIIUIhl.11luj1bi11I I IIWt�f111 iaili atil iluJllnhlithIn ,, j uv N E : 2 5 . 4 _ , !, . P 1990 . F1' O wu..+.r —. 1�—.. _.—�.... _..a..1_._._.. �..�w'..-.^^- ':_. _ �vn }'nu.., lyy-�,�w.... �, ,a.w...../..�i. F4.,r+r.....y.�Y. .... ...�i. .rrw,...... . .M4• d:4.5 _Zf ' , allaw4 ?••'_O'Sy' ..- w4{*�I..w.raw..r«.x.rrnvn+w,.w I -- 2 ._ 0, b . In most cases the service station or facility will be kept in operation curing construction . Obstruction of operation of the station shall be kept as riinimal as possible and complete "downtime" will he allowed only with Engineer 's approval . c . Fire and safety practices mast be observed rigidly during construction . d . Engineer is entitled to request a construction progress time-table from contractor to assure completion within time frame . :::1111:1 ' - ;-: e . "As Built" drawing must be prepared by contractor and shall be submitted at time of final invoice . f . Lot shall be left free and clean of debris com upon le-- P comp le- - and shall be kept clean as possible during construction . g. Trenches and concrete shall be saw--cut to preserve appearance . • h . Asphalt patching must be in material equal in density and composition to existing paving . No large aggregate paving will be allowed . • i . All materials and equip lent required for this job will be furnished and installedby contractor except as specifically exempted on Plans or this "Scope-of- Work" , 1 . Permits by Contractor . 2 . Owner to furnish : 4 Dual Dispensers 1 Above Ground A&W Reel (Thermal) 3 . Steel canopy and installation by others not including drains and finsh roof . 4 . Finish painting by others . S . Install matching rock roof to that on e :isting station over 3i4" marine ply . 6 . Footings by general contractor to require7ients of steel contractor. 7 . Lighting shall match existing canopy in size and intensity bygeneral contractor . 8. Pump island construction shall match existing except as extended to 32 ' per detail . 9 . Install Duro Reel on island as (shown . _ -u.r .•7.,c7c.,_ ,n,�u i !4 -1,00- . . N . ., t.,....... ,.... . - .,, . mar -+ ....._ - ;_ ` •_ Ir-- 7..' : tf { i ►fr , l { lirIlIiSI I ' i { i r IiI 1 l { irtl t riril � 1 1 { 1IIi tr { ilrI liilti il { l ti , lIifiti { rlrIiIt { Al NOTE : I F THIS M ICROF I LME D 00 { { 3 4 _ 5 6 7 8 9 10 if t2 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO I THE QUALITY OF THE ORIGINAL II DRAWING. _ -- ---- _____.._ - _ - — - OE 6Z 8Z LZ 9Z_ . SZ tit EZ ZZ - .. ._1 02 61 91 LI 91 SI bI EI Z► ! 01 6 9 L 9 S P E Z I �°��• `f I ►r hi1U11llU1111l1+UI11l111111! 1111 y +►Illllnlurllrirrliiir1iiiiliFri1iicililllj111111111tt1l111�1 ► _ ! ilit1+1111L1�1111�1111I11!11lllll6t�ll1lllat1lb 1iltl1i►�llliilllllllllillltlliti1d i 1 J UNE . ,, 25 1 ) 1990 +.. - � l • • • . 3 --^. • 10. Install 6" reinforced concrete slabs with perimeter footing. Reinforcements to be 6" X 6" X #10 X #10 . 11 . Piping and electrical , air , water are stubbed outside of present sidewalk. 12 . Crown slabs 2" in center. 13 . Patch asphalt as necessary . 14 . Furnish and install bell signal system similar to existing. 15 . All work to standards and coloration of existing. 16 . Tank instillation and work in tank area under separate bid . • I .v. y 7 '. ,...i, w....r. - i . « ..:..t ... _: '.�l:i;�A"^^'IM"'*•> «.. .. ..-, r. 1.111.1.1 0 -. ...., '! . .f'•PJ+.. 1 ...- w.,..r._.'."^+�.��.I• n....... '. • �Y1•+.ww...vw•wwyHW.-••:Irs.^V�`F^'+�.wNfR+«.^ •'�6.� ... � .,.7Ma.... ► `" f X11 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 1 1 I r�r I I III I I 11i 1 1 Ili I I- lll 1 I Irl I I lil I I III I I I ! I I r I I I I 111 I I I I I I I I I I I III III I I I I t III 1 1 Ili 1 1 ill i t 11111 ` ' "`� . 15 •I i ,I I I I NOTE : IF THIS MICROFILMED r...nni...r,A I 2 3 4 5 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. OC 62 92 lc SZ SZ 02 CZ 'Z 1 OZ el 91 LI 91 GI b l CI 21 II 01 6 9 L 9 S b z I311113.1 11116 itlI IIIIIIM IIIIIIIIIIIIIIIIH111111111141111111161111M41410 _ 111101611.111111111I11.111 1 1 j11� 11111164/11111101inhtn11111/1111.h11111111111111111:W 11/011 • I 111 tt: Uhllll� U1j11UI1 J UNE .2. 5 1 9 9 0 1011.00 .- __M ,... � ....__....•.__......_.._-_.__-_.........w �I ..,i .vwylagOliak w. •'+' 1e.� 7C• m ......__ .. .e.. ___""___.__._... +¢aaw.,,on�Mrnw. _ _ .. ., • itlfr!w. . akom • 3E NE RA L SPECIFICATIONS F'OP STEEL ST RUCT1M E S CODES : ( a) Uniform Building Code - 1976 Edition . ( b) Oregon Structural Specialty Code and Fire and Life Safety Code (Oregon locations only) . (c ) Specification for the Design of Cold-Formed Steel Structural Members - \ISI - 1968 k.dition . (d) Local and Municipal codes as applicable . APPLIED DADS: (Unless otherwise specified on the plans ) ( a) Roof „ . . . . ., 25 psf minimum snow load . ( b) Jiind . . ( 1 ) Horizontal . . 25 psf basic pressure (UE3C Table 23-P) . ( 2) Uplift per UBC Section 2311 (c ) . P'OUNDAT ION : ( a ) Designs are prepared for soil with properties as follows : ( 1) Basic allowable bearing value of 2 ,000 psf with increases per t.JBC Table 29-B . ( 2) Allowable lateral design pressure of 200 psf per foot of depth . ( b) All footings to be poured against undisturbed soil Unless otherwise specified . CO C:RETE. : ( a) f ' = 2 ,000 psi ,i 28 days ( 5 sacks cement mi ' mum per cubic yard) . ( b) keinforcing Steel - ASTM A615 .rade 40 deformra bars , Fyield • 4J ,000 psi . HOT-ROLLED STR'1CTU RAL STEEL: ( a ) Shapes and Plates . .ASTM A36 Fyield s 36 ,000 psi . ( b) Tubing . , ASTM A500 grade :i . .Ryield 42 ,000 psi . (c ) Pipe Columns ASTm A53 Grade F . . . Fyield s 35 ,000 psi . COLD-ROL :.D STLAL SM:ET : ) galvanized ASTM A446 Grade A . .Fyield - 33 ,000 psi . High-Strength Low-Alloy . .ASTM A606 Type 4 . . .Fyield • 45 ,000 psi . �-- (c } d ASTM AS25 �g�allvl neinsdeoatiaeels rolled in various ious widths with 3" interlockingsa � typical unlcs r�' otherwise noted . ,' CONNECT I ON S : _....--- ( a) Structural bolts : ( 1) 5/8"QI SAL 3429 Gr . 5 , Fyield = 92 ,000 psi , Ftensile ■ 120 ,000 psi typical unless noted. (2) kpgi and smaller SAk: 3429 lr . 2 , Fyield • 57 ,000 psi , Ftensile • 74 ,000 psi . ( b) Anchor bolts - ASTM A36 , Fyield = 36 ,000 psi . (c) welding: ( 1) Fillet weld size is equal to thickness of thinner part joined unless otherwise noted . ( 2) Shop welds shielded arc type with E70 electrodes . (3 ) Field welds shielded arc type with E60 electrodes . PAINTING: ( a) Non-galvanized steel is cleaned and shop-primed . 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S i n3 0 . 602 0 . 528 0 . 49 2 0 . 410 0 . 3 61 0 . 319 0 . 2 59 0 . 218 0 . 193 SECT ION PROP�iRT IRS PSR FOOT OF w� �.____ _ -'---� . �- ---_. .-- - ♦ A in2 1 . 112 1 .033 0 .995 0 .917 0 .862 0 . 820 0 . 762 0. 723 0 . 699 Section properties computed per AISI Spec if icat ion for the Design of 0 .044 7 in 1 .042 0.970 0 .932 0 . 842 0 . 768 0 . 707 0 . 609 O . S34 0.463 Cold-Po raked Steel Structural Members , 1968 Wit ion . 18 Oa I in4 1 .624 1 .477 1 .402 1 . 237 1 . 109 1 .006 0 .850 0 . 737 0 . 666 (� 041 1 RMSC o ' S in 0 .813 0 . 713 0 . 665 0 . 563 0 .488 0 .431 0 . 350 0 . 294 0.261 '\V GINr �� ,-/ `t, _ �4%020 44\ 4 c ^ RIBS IN TENS ION (CANTILEVER SPAN OR MOMENT 0,11E R SUP F`!)RT t A,71 �,��% Ac y OIEGO h R- �p 6801 p w writ G ©r. i 5, �g� *.4., �� c�ST Eat`G��44`,", 1 SST t PROP• --- --- riC'^ . Cwc' Seo N A L E ' MOMS SRT ISS 8" 91" 10" 12., 14" 16" 20" 24" 27%" k At .... rar --- t �--Y o 9R Qtr A int 0. 518 0 .448 0 .415 0 . 346 0 .297 0 . 260 0 .208 0. 174 0. 153 C4►� \ GIroF ` ob a w • e y 0.032 y in 1 ,649 1 . 647 1 . 646 1 . 645 1 . 643 1 . 642 1 . 641 1 . 640 1. 639 „ 261111 ►'Sr►�� .y r w * . Af.-.9.! �� 1� "A' ° 4 ' 0 98 0 . 553 0 .462 0 . 397 ► .348 0 . 279 0 . 232 0 . 205 .� Q .••' ''•. ,o ��► * 20 Ga I ie� 0 . 689 . S a • • g�� r ,,,,i� �I# . �.� . �lE OF �� 0 . 333 0 . 278 0 .239 0, 210 0 . 168 1 0 . 1.40 0. 124 •J49!11 \ \* 0 'C,4 . 401/4 S io0 .414 0 .359 � • •0•• •r.s •.••• •0 A in2 0 . 748 0 . 649 0 .601 0. 501 0 .430 0 .377 0 .302 0 . 152 0 .`222 ��e:NtriCk R. McCluskey °w f�.04 4 i n 1 . 548 1 . .545 1 . 344 1 . 540 1. 538 1 . 536 1 . 534 1 . 533 1. 332 f� •••.. Na 226-E , -$.*S G Ga I in4 1 .037 0.900 0.834 0. 698 0 .600 0 . 5261 0 .422 0 .352 0 .310 "IMFESSw�-•�'n►�" . et,: S ia3 0-661 0.575 0 .333 0.447 0.384 0 ..337 0. 271 0 .226 0.300 . 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THIS NOTICE, IT IS DUE TO , , ........_ ' THE QUALITY OF TIE ORIGINAL V DRAWING. _ . .___. _______ .... . , --- -6 • OE 62 92 it.-- 9t- SZ *Z CZ ZZ 1? 02 61 91 LI 91 SI 4, El 21 11 01 9 J. 9 S _ 0 E 2 1*mom, ., • litilmilmilmillifillifilmilmilimlist11111111111111111111111111101111W19441111111401111111111111.9111111144.11111114116141111hAttitit111111111111111111111111111111111111111WItalliliffililill1111.1111110111111111 i• _ .. , • • J U .NE 2 5 ) 1 99, 9 ' _ .............,..•,.... ... .. ............ --,,......-34mitaillitttIllok.4=• ,..... .. .. ., .' ..i. X 4?-•*;e• - . .__.... , ....... ••• ..-... ,...4. -- ••••••••••-••• •----•' .. „ _ . . ...•,. , . . .-• • . , \ . 2 X 6 TREATED PL ` ' l V 2 X 6 TREATED PL ► '� d • RING HANK ® 6" O.C. �\ • 8d RING SHANK 0 6" 0.C. GENERAL N C� T S 8 5 • • �� 1 1 /8" (2.4.1 ) PLY T&G ,;�\, I 1 1 /8" (2.4.1 ) PLY T&G � 1 #4 CONT. -- ' _ _ #4 CONT. N JTR U C TAL DATA • V ill \ --\_ -._____ _ ____-__-, \ - Design Live Loads: Z Z w .. 1 " AIR SPACE 16" TMI 4/2400 0 24" 0.C. 16" TMI 4/2400 ® 24" O.C. Roof (snow load) 25 PSF 0 a `' -.5 ,•,�` • BEARING STIFFENER Floor 40 PSF .J Q II a � Wind •60 MPH, Exposure 8 a _I x 6 TREATED PL _ 2 W b�- - —� 1 - Seismic Zone 181 0 o --_-__I ' - ___-_ .� t --_ N.- Soil Bearing Pressure 1500 PSF Z . Ip �- -I 1 `� o _. n o -ry - : 1 /2" DIA. A.B. ® 6,-0,. 0.0. j I- 'I— a Z �' r a0. 1 #4 CONT. - 1 " RIGID INSUL.. - 1 " RIGID INSUL. Division : GENE ---0\ L ' EQUREVLNTS n z �- .. - 9 1 2" - Z 9 1 /2" : g 2 ;J: g 144.- 2 Ei g dCO �_ 1'-3" - 6 MIL POLY 1 too 6 MIL POLY All Work designated on these drawings and specifications(notes) is to be Ibbiag J t' . performed in a workmanlike manner in accordance with the plans, = a�_ -- I ,- i specifications and as a minimum requirement the specified BuildingOZ1 - - 1 2 4 CONT.-1 f-^ 2 #4 CONT. ;� �- # Coae.• • � ' •` f � �1 r- 1 '- 10" 1'--4 1 /2" The Engineer is not responsible for on site supervision unless specifcal!y --- - retained for that purpose. STRUCTURAL FILL: STRUCTURAL FILL: • 2"-0 CRUSHED ROCK COMPACTED 2"-0 CRUSHED ROCK COMPACTED TO 90% MAX. DENSITY ASTM D698-70 TO 90% MAX. DENSITY ASTM D698-70 All construction, methods and materials shall be in accordance with the „ SEE SOIL REPORT BY CARLSON • SEE SOIL REPORT BY CARLSON Oregon 1982 Structural Specialty and Fire & Life Safety Code minimum (n • 2'-0" MIN. • TESTING •#CP--2881 . 2--0 MIN. TESTING #CP-2881 . requirements. UJ 1' The contractor shall coordinate all interrelative sub contractor work X z -- - - ---±- ---As required for the completion of the project. w o A� -.�_,-- TOP OF BRWN CLAYEY SILT __,-- TOP OF BRWN CLAYEY SILT w SITE w ,. Division 2 : WORK D � � , :„. - - \`/\\j\ / \ \ . NOTE. /A / \ o \�� \�� \\\�\�` 1 PROVIDE CRAWL SPACE VENTING \ \\ \ �,�\ \\ �/\ �� ) � ��\ /\ ��/ Excavations and backfill: F � // , ' // \/ AS PER U.B.C. � \ \ \ \ , Report to the Engineer any unusual bearing soil conditions including }- z �\ /\ '\ \� 2) PROVIDE CRAWL SPACE DRAINAGE /) / w } • ', i/ / /\�\ ��\/ evidence of any soil fill. I - a \\1\ \�\:��/\ AS PER U.B.C. 1` /\f�\ �/\�\\ Maintain maximum slope of 2 horizontal to 1 vertical from edge of j-,-, _ � \ \ \ \ , , ,\ \ \ \ \ . /\ U I �jf\�\�\/ \,// ., 4 , \�/, �, A7jj/,j\��j\/j\//j�/j footings where undercut Is required. o r Shore retaining walls or delay backfill until concrete is 28 days old, minimum. 0 - c (...i. DETAIL Compact backfill at over excavated locations to 909 of maximum Z 0 z ATONAIL AT N +, EARI � IG density per U.B.C. standards 70-1 and 70-2, Y ac Y � EARIN � Structural Fill 2 SCALE 1 "=1 '-O" �2 SCALE 1 "=1 '-O" Structural fill shall consist of clean crushed rock; max. fines 5% w a passing #200 sieve. Fill shall be placed in loose lifts not exceeding 12" in thickness �� c, _� and thoroughly compacted to a dense, non yielding state. ckS 2 X 4 TREATED PL 2 X 4 TREATED PL Fill shall be compacted to 90% of the maximum dry density as obtained 8d RING SHANK ® 6" O.C. 8d RING SHANK ® 6" O.C. byASTM D698-70. Submit compaction tests performed by a 1 1 %8" (2.4.1 ) PLY T&G - 1 1 /8" (2.4.1) PLY T&G qualified testingicborator to the Engineer verifying degree of _.�.J 1 #4 CONT. d 1 #4 CONT. N 2-7"-- / - compaction Q II — _ . ._ -- 1" AIR SPACE IS - Q L �_ _ - ;� 16" TMI 4/2400 ® 24" O.C. t - 16" TMI 4/2400 ® 24" O.C. Division 3 , C O N C = E TE 2 x 6 TREATED PL Make arrangements for an owner provided concrete test for each structural O 2 pour exceeding 5 C.Y. any retesting shall be provided by the '- - - — 8„ - \ -- I 8" CU contractor. �" _j ---- ' - - 1 /2" DIA. A.B. 0 6'-0" O.C. TYP. �' / Minimum concrete compressive strength: 2500 p.s.i. in 28 days. Q d Co «� 2 #4 CONT. I 1 #4 CONT. Comply with A.C.I. codes and standards for all proportioning, placing and Z "� t 13 1/2" curing of concrete. Z iu ,t. 1 1 Reinforcing: A.S.T.M. A615, grade 40. Lap splice 30 diameters at D too I Roo continuous locations. a Q �.1.i iv 6 MIL POLY N 6 MIL POL'r' Welded wire fabric: A.S.T.M. A185, wire: A.S.T.M. A 82. Ll_ C 777-7-v----7-7r---r- _ _;`; , , , , ,i Accessories: provide embedded A.S.T.M. A307 anchor bolts, zip-strip type o I 2 4 CONT. i It - f_- 1-__ _- 2 #4 CONT. slab contraction joints, and other accessories as indicated or I• *_,-= # . .� 1_- required. Aitl . • �` -1 —7„ -- STRUCTURAL FILL: (/t6 1'-91' STRUCTURAL FILL: '` N, ' - ' ryr Division 6 WOOD CO\ STRUCTIO�� ,�� ;; -0 CRUSHED ROCK COMPACTED2 -0 CRUSHED ROCK COMPACTED TO 90% MAX. DENSITY ASTM D698-70 TO 90% MAX. DENSITY ASTM D698-70 • • SEE SOIL REPORT BY CARLSON SEE SOIL REPORT BY CARLSON Light framing: 54S douglas fir-iarch, grades as indicated. 2-O _ MIN. TESTING #CP-2881 . • __.. 2.--0 MIN. ; . TESTING #CP-2881 . Plywood: all panels with A.P.A. grade stamp, grade as indicated. - �- Prefabricated members: submit engineering design data and shop drawings SCALE �- - -�- stamped by an Oregon registered Engineer, prior to fabricaton. 1n=1 —0 __________+ ---4 Comply with U.B.C. roof or floor, dead and live load DRAWN TOP OF BRWN CLAYEY SILT - A TOP OF BRWN CLAYEY SILT SBM � , requirements and bottom chord lording as indicated. BY--Jc------—- — Framing connectors: "Simpson Strong-tie" or as approved equal by the CHECKED J.R.L. f / • / / Engineer. _. r \`/ \\`/` \ • /�' `,j`�\\/• \//j\\j \ • \\�,/,\�j` Treating: DATE 8-15-86 • � `��j\ �� ,//�/// /�\//\ �(<��'•\/ All members in contact with concrete or masonry or within 12" of grade r------ \\„\\\, ;.` /y // ,\\_!\ ��,/\\/ shall be pressure preservative treated. NJO. 1265-86 i �j�j/ /\ 7\ /. Nailing: - 14 /\\,�\ T '- \ `• \�•, -\ /\\•./..\� /� �\ , \, C,om I with 1,.8.C. cha ter 2. REVISION \/. \\ \ \\ \ •!