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Z"A'4 2a, 30, 31 w4c) 32 , e Ir P-1A AQUOITION MULTNOMAH f VW:t :EE SFEL�.� u re4im M.C- OF IAIAL-L AAWW.r2;,viWcq oll! 4M 6fir-K PeK W" HAW:7fAIL. A L T F_ W/ 'T e lit x 40N 0 W MAY FL&c_ 75 2. '%/VI x 0 u 0 r- �_V 4 #4 1;V-i jol S I' 5.0j. pal- 41j 4" 1$1` 011 r t)MIPANY N N Y'e.) tl I -I I 11-0 L?, A 1 tIIIII..1 4 s 7 -T-31 I L ITE d) F" FF W III A \Jr -;,K PlljpJ f' w ro oe WHERE 4K. Cider? g1,646t ,tAAW rAVING -ArIFA - e�qj' o' pi w e;r-A v r r;s-r Tu ifr�r%ioov," OK # .'rmck- .0I -Tot- ofr6coi, 44 oc PsAtw-' x 4't UNPFEIK THE BASF- BIV K,*>ac WoKk -�; eF_- -jHE'ET A-1 S RIF- 8 ell 11� ? tr OF 60'r - 1. <4 PdO :."t'. r. C__r 1, -- 1� " I I <:0 u to- --foam, Oro" NOTE: IF THIS MICROFILMEE 3 4 5 6 7 8 9 DRAWING IS LESS CLEAR THAN A THIS NOTICE, IT IS DUE TO THE QUALITY OF THE OPIGINAL DRAWING. Oe 6i, 22 Z2 97. z tz c 2 zz 17 02 61 of L 1 91 sl to I f 1 21 11 of 6 9 1 9 CS c 2 MAY .16 11990 ww-. A .�i i ' 1 f 1 1 I I - • R;i: - 1~Y14t. Guar r - o , N -E94C OF CV14T. COuc. PAV144 -- - _ - 1 as p�ON �,GXlbt..�� 'lbAfER LIhfE, {6TAfIG� lj` CoFrSTRucT. TYPEuC" I.URd , _ -- �0 wl 1' ``�900 A w --�___--�.r-- --- -: �ssr�jµ _.. SEXIST. PcwI;IG r01.E ---� 114 TALL NEt,�' M,-0g �0 a R ! �` aO 4 cmVIL 'ruff KFMavED r_...__ - LONG. OKIV�,A4Ifr� ' 0 L� /DINT OF SM1u1JIN6 r f p a/JVEF INS dJi{L>RIT �a � I t n�A � � Z .-. . . __ ......-- --_ --- ICL•QUIREME►ah � , 41(v ` / 4 / fn 1 l / , p - I —6 X I15T. -1"M TO REMAItJ G - - PC:ClP!?ATY 1.1"uY 6. 00' ICorW 198 .H3 sip � - - - - + f / / TL `� _ - o 466 'SAT. E.-1 �. � / qt 1 1 1 y. 1 / / r - -q� ' ' ('* ' I a.! j� U I 4J yy �'- i 1 .,`4 �- •�'t,<�• . !II f // ` .,. I y I I 7 1 ~ , •�.• ��, _ - _ ICE I AR '��_ CI '_ ' '/� t �r� L rrt'.."'r'.!o J.�. �7, I F----r•-'-- . �• v _, � I f 1 I �x ;pJ � Y i _ Q 2 - ! G4'-8"f3 'G. LENGTH > 1} r� \ j I � ,r• � I l u ' IQ �l0 1 J I � � I � �,.•, _I �` •` I =� I W x / tit I / I I I ^ ,if f� 'N11 B'j C Q I 1 ^1 �'' ' I �9![0" �1 2 N" `: 17� [% ► 2r-'p `�'' ' _ / penny s . , �); , � I �q� i - ��oti ^I c�.eZ'1Y1�,7►- s restELUXOSL /� � �r I �Z,I _.011 N�.� ° -�; resta.urant Q- . .:: / { �' / BES j+'4'* U FINISH FLOOR LEVE 415. ' 1 I �' I v p•? I t ,� S ,c• L7! �?. �"� ---W'x 4'-0"x 4' 0"RECESS In U ��o +. _ r; -��• �c'"�'. 4. FOR LINK MAT (see spec) 1i ' i � W ' ( 1 '"` � 1 I / f• i 1 I , W� (� t �) I� I I _ 1 I '- - ._- d d, 1 � F.G. 4VI 5 - , / / f I It. ti y-' I ;� .�J _ I, �23n�, » i r m p. Lai W I �tI l a 1 O • y j - .hl 1. .�.- � .;, I I x , I� � I I , 1 , q,. ' ' + � I i ~` ,, i -� .CD '1�A1w1 � �` ', "-� '- ' .1, _, 9/ � • O a�a�� " '011 Irl, I 0/ � Z �� r ��' ��• r.� 1-'� �/. , .. 1. � � r � ►- I I � � r 4111 Yt0 00 �p ' -_- .._ �►1 y•-1 S u�� r O / �11 f / / 1 , \I�m ' �. I ; yid _ a��'jl+Co- -- _ _. 4 -- i s • r -�� - N .r V I a o u i t �WI � re m vAWE17 TRAFFIC AR0WW7Is / 4 tIle of O (� I/I :Z �•+� Q j- - - � r'- 11 91 ... .�}-- 4 �iTALifi 91.6''EA; O 43- I II _ Q 4- i m W 10 1 u W /• a f y / I '' \ / 2 ' . 7181°7biL. !oI� O f I "� q �'' rAl�'KING 4.Of _,�Ift a 4o3 0 "101 / / W t- I Y;IDE PAitKbG �ifICtPE�i--- "• I E -- PAV I1JG -"—� . " , ,'-14 z is O V y I 1 I "I I, I 7YF 26F SPEC. �02ti a 1j ? gSP11ALTIG GONG. Ov�IC �o• ti, '' _ Cc". GGURyE A66RE6s&'Ile ?, I- / / / / Ot I- III r_ •I ` , �'J ,u =t�''l.•A"al..7f/i.•C'' AN1' 404 — !// /111 I f •. qc rt-.,►►,r�-I.Na (N t.�.� - r , _Q Lu PK�Ov106 A44�6GATE I 1 ., , I U o '5 A' E 19 P/�� / / / / .�-__ _.. .rte.-._+� --�'_ —* �,J, p0• 1 u' E %98.131 - GONSTIlUG1' SHALLOW r_ _-- -- .---__-. -._�_�� ___._ ._ ______ _ _.._ �_ p ' ------ \� �f 1 E�tl$T. PGvJR LINE= Y-PRIN'. DITCH t0 EiK15T, 12° t.Jl't5f. POtivsR POSE , ITE IN�PCGTION �' � �? LEGEND cutvE�T-ArQeox•. 9601 (vIiKIFY) a5 PER CITY - -- :T` -- —'�Fi7,E cis mx�sT. ABPA. rt.�IrIG �(l T4E (-0Wr A'TOIf SHALL I&E KESPOIJ5119LE FpR vt:t'tNG TRE SITE f V61CIF)N6 ALL P-xwrl,l,a GG*`IOITI^Nt,. BW ICI;�uIttE1l1ENT9 F f•XIST, I" H./. GIAe I.1r.E! BACK OF WALK l '�• I Z • J Z 5µ& GOWTAAGTOIR 514ALL 66 Rt's5't°ONStt LE GJK REMOVAL OF ALL 4TRNGfURE�>, FOOttNGS,�'U��LES Ea EXISTING GRADE . •— ---- __._ .__._ n O t0 O TKee6, BUST♦ Of OrHEr, 014TCL16TInNS WNEATIaEK -6WOW1J ON THIS 6fW71N6 ?LAW Of NOT. Fa •s FINISH GRADE f "' EXI:rT. WATfI; VALVE C-, \vU Ca th A\/F. r-,j CL r1 (EMCVAL- OF ALL 6UGN 116M`i SMALL 16f- AN 160L.AT610 G05T L4wP6IZ ITEM 6-1 OF TOE ZIP Ft � FLOW LINE 1 I � �•1 PKOPO�AL IsOk'A/1 . TNI: AQGNIf6G`r TALL 4E ►J01'IF16L'' OF ANY BUILDINGS WOtGFI MAY GKI:T, NP a NIGH POINT --" --`-•- ••--~--- --- a INV s INVERT ELEVATION _ ( . .. . EI)�E OF t:\1;•. ASNALT PAV1Nti Z G ANO AIDE NOT" 1WII211-�ATS12 /O,N THE PfAwINaS. `� E XIhT, tE LE , GUY POLE Q Q , ;P 9 e rA l� ATI ,l (FLOW LINE ELEVATION) I � TB TOP OF LIGHT POLE BABE CLOAK. 'N Is >11E .�P ALL OIC6ANIG ANO OTHE12 DELS-rF OU'� MAtEt21AL . Qt:MOVE E1CItiTINa G4KT0 TC TOP OF CONCRlTE (OR CURB) +tl ` ANO/OK IMPOQT FILL Ali MAY EE 96QUIIZEt: 10 F'KIN!a 146, :U�'GKADG TO THE FF-P01064 £!-EVATIOIJ TCB - TOP OF CATCH BASIN FOQ FINIS>4 6KA064 A7 INOfGAtEn ON THE 6{2AVII.ka P�Ah1.EX16TIN6 501L MAY F',G U�"60 Foe fP m TOP OF PAVING Y! u1 0 TW TOP Of WAIL L FILL fiU211J!� t7K.Y W1;4TFIfSP CW1_Y. Q q RCP : REINFORCED CONCRETE PIPE HOTS t! 1 � '� G ' ;� VCP VITRIFIED CLAY PIPE GRADE � PAVE ru SfATE c uKEf�ou �f14Hwav � � ►- i FILL ANplO1: k,QGK FILL T/) A MINIMUM dF `10% OF MAk1MUM 1'E!J51TY f, 56t•' t?►J TIA's REC�U1kElA1:NtS WItN 1211 OG 1'/21 4RAVEL ♦ r 4' r r MODIFIEp A .A,:.N.O. T- 180 METHOD OF GOMPAGTlCW- rtLL PleT !HALL. f=•& AN A/T'R'OVE. 20 OF 3/411 c,RAVEL � 4" AyPHALTIL G:JtJC. IN Twv LISTS, U }.� ui n1 6L°AWUI.AIF. TYPE FILL (065 11KOM 06F 110- ANP OIf6AWIC ~641AL) PLAG6n IN 6 1NGN LAYw,. vEa1FY 6U12Ih Y ASPHALT ELEvATIOu wtTN CL yTATE HIaHWA DE Pt. G I� A 2 i I�.1 G S'U F-�V E Y NCJ'I'E S r R rr 9 F : r s I L J r 1116 GONTKAGT�IZ SHALL FCLLCW T11E �OILy E100�, I k'..rA�&✓ �Y CQME . �• M0012E, t'Ci�; 411D SURVEY AND "f01'L?�.i►TAF'NIC INFORMATION OI9•fAINFD 1�Vj ' VC960E.1, VA-rrp O&GEN1f.EK 21, 19'71 , 1N P�ZEIOA►ZIW6 THE61TG Cv^^MPA`TIN6 (✓tLL fbk: t;FILL•. AL1_ eXI�:TINe. daVAnES W06P.E 16T 0>6roKE pFrMOLITICr1 OF 4ITl;. FROM A MAP PREPARED tav ' OU611, QOEr, £ H1Tc1; '! : SHEET ' StaAt'fL�, WAS�!INCs7G': r 8-11''� 1 J015 NO. 9 S? ' N' G P L .A N P JL U T F L A N � � `� ,'�yyL�l� ',',�' z 1 _ p" OF A� . s. 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I ( I { I I I I I � I ► 1 1 1 1 1 1 1 ,1 I I I r NOTE: IF THIS MICROFILMED 1 Z -�3 4 5 6 7 8 9 F- 110 -_-DRAWING (-- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. — - -- ---- + OE 62 87, LZ 92 S7, bZ EZ ZZ IZ 07 61 PI LI 01 Si bl EI ZI II 01 a I� ' t I9 S it IE Z 1"•rM d1lnnlnnl�ullnulunlnaluNlNnlnnI1111I,II,IIIIIIIIIIIIIIINIUIIIUIlUILIIIIII IIIIIIIIIIIfILI111Il11lIII!IIIIIiIIIIIIIiI111111IIIIIIIIIII""'ULIIIIIIIn1I1111IIlUIIII�IIIIIIIIIli111I1I11�IlUIl111]I)JI1lUIll111IJUlIIIIIllllLlllllllW11111If111liIIIW1lI:IIIIIIIIIIIIIIIIUIII MAY � 1990 101, I . 1 I PIPE caL• Ste i- t �_' _�•• -- -:A L.-. -1_t—._ 1 �4 SRilil L ".c.1i� RLK.AT' TABLE SCHED. 5MT S'3 ti till 1•L. ON I' i�R 'PA Y / l__ FOOT ! f V lj PA D 5(7 f � � ` '�+ j hRA,`o(t r,. SEE 20/A g SEc H{� ; 4 1 41 �5E ssti;• 5'-4 FOR H 4 W c •� � 1 � SCHEL. Sltr 3 " SIZE W - r _ iNSIpE r,r.E aF P�1.1� r M �4T 1 R�EC �iaL, ' ' � . SIZ I IF. . W/,Y i�.FM�.,RK ', « �,E t F � _1�1 I{,,{�17. - 4 i N o I T ( - 6 C'oP T K � ao o< •Sf L ELEJ. SEI, 2Cam i y K RE N{4 N : I. .xI. . . �rN !on (O Co C. t'�LK - iI W o: ,�, : T t1t4 OH[ IA .T Y2 [xP NSIQY .kINT - r , -- 0# _ wig -- v.#4 Q 3 c C -- -- n MATCH VE1< TLCK ___ __ 0M4 SMOR -. - -L fit, CoNC. SLAG ` ' / Dwts. T `<� It-- -- ._2-14 CONT• ' 2414ONT, 4 CoNc. SLSp •I`LK. LINE i 4-4 Y1KT,_firN. c�I�ADE -� i t I TOP OF COHpiCT F LL 1 ar!•2S4 PEDES?'AL- A•C-A 9'4"X '3':4 12 4 4 4 E-Il ' li :Q !S $'-----,r f _- t _ `} VERT Trt Ir ----- --� -.- _ _-_. __.__ _ _ - - - -_t +- 2 14 roNj'- �"�. r - = ` >I e�. ;" �.:,.:� . _ I c s g, G ^ n Y.4'-o" 12 ' 4 4 .W: "+•L _ .- •« 4 '4 P.C. 4' a 8 F 60 on 1i 3�4, x 5.4, 1 „ 4 4 4 E.W.-DoT. CONT o. - ? 12 s�. w �� a a / t - c� P. C, ? 3'-4'A 3 12 ' 4 -4 4 E-V .AAT• _. -- -- 2 4 CQ t' �- ----� _ ooj -�_ _ - - -_-�_- � Psoj. of PAD To TALI H -t -♦ ?,OT, f f PAD To ALI14N Wtr•N 1�r.T of - -_ 1 ___ - - 'L 4 CON - SIDE LAN ` WITH frE1 Pi To D ` T � T K IN A, .—. 12 8 — T- T P �1 4 �, Er k Aill FT ► Ell �1 C ..$ 414 o x 4.0 #4 E.W too ti ySEI: �IAN.� ALT. REND NOTE' I1} i Gil 6U. .�01lT �I'0 bE '2 AHoYE FIN FLR„ SE'L �Tg PAG SCIIE1).- `n 1; 5Ei F i'�t. PAD SCHED �` ----- - y fILL ALI_ '.'.ELLS Fiflow Tai 7L.R, TX F. Fov� SITE REINA, Sri. t fok Stzc REINt`. Sr . P C., 9- 3 4"x 3.4 - 1'2 - -� 4 E:W. - - /� l i P.C:14-. ' Z x �' 2" 12• 3+i 4 E W. goT. �� I 1 4 �� 1 l i► 531 !l. -�.. 2 �) { �1 I L 5- I p.C-. l t st 44x 10'-o" �I 2 0 4 L O K-j WAY- Ili - - --- - " S I r5 I S I S I 10 #4 5HORr WA7. 60T jSC.:;G �4 I O" SC�x �F 3 ' = .� �- rr 3' "- o' G Calle 3/4,1 1' O„ ��^_�1� 3' ''= �' 'n Z. r)' pr. 12 '3' � X i � �4 1 -o �Cdt is; I ,z is 1 s. 5 c. Ie 4 z.n• -� - - S *4 EWA AGI VERT. REIMS, `-' --` 2.0 7 WHLKC Swowti ON PIAN.-5E( SH S " ' SITE SNT S-^ .;. ,,. '" ,� . • IE - DwLS. MAlC1{ - Ir 4" 4 S - ----- 11' - 0' --- i 40' ------ II'^0" --- - -_ — - - ------ --� - ?- 4 --- -�.--_ _ YERT KElt4F _4'-4' �'' 12" , __ --- - --- --- ? $ 4- 4- 4.T / awLS �Q MATCH < • -0 �ER1 MK `�i - ----- ---- 20-0" -- _ 24'-ci _^ - - - '10'-4" vim.�.. r a l - r+N '-K.ADE 4 , ' RADE �i I - PIPE COL I 1 I PIPE COL. s SAW Cu FILL �' I 1 I WITH MAS''1C. 1 i t. PLASTIC CANTRACF;C H - - - ---- _� ------ -- ----• - - _,r. -__---- - - --4f ol _8147, CIR 14 AL ONT -- _ 4 L--1 w•1• L r,N� W A � � \_� I" d •1 `:Ho R` W! '0I 5>cE PLAN S Y SEE PLAN I ' TyP. LnNT�AC-;'LOTH ��11�,T s " L�o'I 3 w I i w' toe° p z -- it o _ O o w ri I 5-I 2 0 u u o_ - fi�oT. of F'Ty, To ALIEN w1�"H PAD IaEYONO - _ I I �� - - _ _ -- YF. IE 3 1! C T 0 �L(s-D, C T scale - -r - 4-- _ - _ _ _. _ 1 � N I?' I w ! � � FLK QF;Al11 i • '" C"cR.AN1IC TILE r- cnRPrT. I _ - --t F , I It, -j I r L .N ---- - IZ f1N. FLOOR r _ TcoLE D EDIiL: v,i _ i 1_ ", t- w L-- ! sl I L j #3 C N�' + >a _ la 1 i r F.D.- I -,�, -- �01 - /,, �r �" /- 1enlED'. EbIr, - ,..ACK FINISH. QAiNr 1;X{'. CnNC. a / - -�' RAV.-_'� �'w 4°;LAP -T ED 3 24 Tl" Oiy I P. ' - - - - P r4 oc{ DePRE55;� i �tq. I '/'l R. TY? �Q Ill v+ _� 9 I D. P.C,fco .� I ^ A SLAB 7' 4 - L•r`T- _I _ f _ __. -_. C ANC. PEASE j 13U C r C OV E PEAS Lc .�-.. I I � T_._ =_i � (0� � . _..L I -,� 7: 7' 2,1 FROM +N.WALL .+. 1 I ► cr, COLOR, 'ONO.. � ' -� i �.•_.� 0 n 11111i Al N 9 -a� I 9_rL V - Ty(. YdtiLKE PL}RE:SSED SLAB c C''EZS T4i,,-KEN SLAP, A, RCCESSf L, '.'ANS fi _ 1 C � .- r- � 4X4 Fe,S,T L �� : c n S I ! SEE DETAIL� _ _._-- ,� C7 I J T �) I �J �\ cl� F- I ' j S \4P H14N CONC.c"i COVE _ S'I I r 1''' - AT FLR. W iNTE RAL OI OR , rP.. ir+ S C dl J e �¢'I= 1' U' �.. __ i,4'1 l o' "D C Ck i P �4" - 1'- 0• O _, 4 ON L P ON C AQ \ v 3 ' I t a- h �- fiLR. Hill NZINF.-W It 3 4�it o.CE_Yl. Iq'_( FLroR INK,TyP. . q I I ■ ■ ■ c' N r �■i�s d , I T►i[ COI. t>zACToR yHALi_ 'r'LRIf V Fit KE`,PONSI;3LE� FOR ALL 1'IMEMS10W5 4 Cr,NDITIc�JS A; THF �A8 0 THE CcN ,RAC,nK SHALT. PsF RE;gPoNSIRLr F0R P_RAC+NFA ¢ SuoR Nb ALL ExCAVaTI�H:j TFMPoRARy STR11c;'uRES I _ .�s.\N1gM L`QU'P. Cu�Pr `K S I LINE UP WITH t�' I I .,� s u _ PARTIALLY COMPLETFC fOKT101I5 OF THE Wn+eK ASSuS?l Tri6 SANT GF AH PEKSoN COMM N CON ACT WITH TME WORK. _ j (K .+,�( ,x �' I:NO CF E'UR� I i o0 4 z e �145HEFT Nr> j INDICATES DETAIL AT LOCATION 5HCWN � AT ALL LiKE CONDITIANS - r _ -- s � • t.D. L _o I I a ALL C01,)ITl NOT CLEARLY .SHOWN MZ DETAILED SHALL 15E of THE SAME TYPE If CHARACTER. AS TNOJE 5NONH FOIZ 61MILAK :nNDtT10NS. _ I I C r T 15 I LnWAll ;OiL PEJO VALUES OF 2 0o P-S. F. 0o F.C.a2 -, r , N, a� 1-2 3' lo' 1'.2 ' " I P.0 aF II I ac z 4 ,AL �>1i SOIL REPORT 3 I ` _ Dev+<r�s 5LA i /4 —_ r s-I 3-4' ( U o PHASED ' TLIRNISHED F.Y DAMLL b MOCKE , PGRTLAND , OREGON., DATED 1212'1/71 -' 1 r O -fi-'-- - RErE'R To S!1L REPrIW,t FOR 51T>` QR£QARA.TtoN Y{OtZK, i I ( "'I �`' ` '�.'�'_'�'"' "''"'` . - i ( �- W c. FrC;,)NGS 5H,l Kil ON FIRM• UNCISTulklil OK Cd'nPACT1;6 Sn1L AT A MNIMuM DE?Th CF i o' F,L..`•�• __.__ ...__ I P.C. y• " 1 _ _Y-_ - - FI1�15N DRi.✓E A5 SiIOwN ora DRAwI o 1..-.-1 --- -�__ � � �k, ;' "� la '•� xKj \�CUR � M•'~•� ti,:�,`. •c, � c- = u 11 � I _ ' i S i 4N ><4v ; y� I r rLR mnq� 'cam I ,N o PaASE - _ ___ — _ 1. p,eovla>: 2" SA'.iD Dura �OM1L.i.00�) WP PLA`,T1C M£MP,RANE UND>z1t ALL INTE ZiO S�D.R N LSF ri CKu; :N �"' '� rr+ " • K ' K -� R 1 MrMRRA E 5Wil .. R o 4 NED ROCK 0 1 x ,' - x' - - `� Q a r�KC FLET G 1� `r iv .•�(\��t • I �- r- -- --- - � I � I. ALL CoNCRE;''E SHALL 4IIA A MINIMUM ULTIMATE COMPRlSSIv: STREN4VK GF 2000 P. 5•t . Al 2t DAvS, ZOOC` P S.s CONCRETE YcIR SI.A65 ON f1ROUND, $ 43• I 2 CEMENT SHALL ^.ONFARM To A•S.TM • C150. 51n 4. AEihRF.�1ATL 5HALL CoNpORM 7� A�.S T•M C33- 57 I TEP ,I �I � 10 4'-!o' 3� .4'•0" q - 41 ' 4S' 13, .. _� I ! I Z Rill To MECHANICAL. 4 .LECTRICAL Ck�'All S FOR LoCKTI ON OF ALL ?iPE •,ONDL;ITS, ETT. 4� ( - -- - - -- -- - -- _- � -._ I � r,• - 1 l nRr I ' STEEL. „I _ til iIIryH cell O Y� T 12 CCUTATfR CuRb 1, R,EINF Z'EEL SHALL E INVF-.F;MEDIA, GRADE CoMFoRMINy TO A.S• T.tv'. AI�iIj ;R.ADF_ 40. r 1 T' CE- , C -r- , f-X /�'- l N x -rH v ti +?. 1 •-'TS[•�i ?(w .a� _._ _ r1 I I a u, ALL REIN y�'L. DOWELS, ANC. FScL,S, ETC. SHALL P�5 J'1CL:. ,_r 1REQ ;N FLACE ,, R►OR Tr, PLACINCI Cc,a�k,E , 1` . II'_� ;q a�-1r✓ •':.�Y.. . ' -S_j, ` I � UCWELS 5HALL PSC PROVIDED AT P^Ufa tr. CoNSTRUCT'ON .JVNiS 4 SEUL:. PE 'ENE SAM£ St2F SPACINl� AS DE'^I;_ED, I �• 12 �-I•-^— rj:p` 2-A" 2'' 3' �. ALL CONTINUOUS 5ARS OK toeJAELS JMALL 1.Ap 3o WAME'-! it5 IN 2�NCRt:;E'_ 4r� DIAM,�-, F KS IN Mp,SONR7. S _ I S I I - - T" 12• g - - 1_,� 1 I 1 ' , z 7� I i - -`�-+Y FI REINFOF;Cli TG HAVF -HE jn !.,�WINCi M'NIMUM Ccf?, : I(e'• CONCIl i E A(jalNr,r' EARTH ,Nl F�K!At:D - - 3" (bj COloll E A6lswAiT Ill FORMf.'0 All TROWELLr_L - _-- I �, - I _ _ I I Z o _ 1 i 2'• J o - I " IAML.k• i'LOU�? ^ANS, �'!a DIA x4 DEEP '� o ( ) SLAB OM BRAC . - -- __-__._--- -- AT 'ENTrK cA I `N 3%2 VIA x 4 DEEP f LAOR CAN.-TyP. `ji (=iI" 3'a" I'll" 10. 3" _ /FNSTALLfU Ixy 4ENCC'aN,RACTOR r U A C (d) WALL. ----- _-..__. --- _ ---- __- .p �FUR,11!SHED }'iy 1� S.Q.F. c. I I G o j "O INSTALLED l' (Elll 161(rKAC o I ' I C��NCf?F,j!: MASoNRy UNITS 5HALL CoNfil TO A.S.T.I�, C 9O- I �aRADIi�A y 1 SEE e D T tL R• E A 17/5- 2� ION j 3 a' 7. ALL CELtS GGfiTAiNINC+I REINF�RCIN $HPJ.'_ HE FILLED 50LID WITh �Rl� 1'1: GNLy CELLS rbP.rA%IN1. t� FE',NFUj - 0. ^yf �- - 6 y I I _. u - i -- —--- cr' SHALL P,� FILLED SOLID WIl'M hROujl UNLESS NO;E.: aTHLK'rJISE I I '- I I I It .n 3. =A'AD 5HALL P1E CLI! l SHARP, - WrLI. SIRADEL, rF;FE TRoM INJURIOUS AMOUNTS OF DUs T, LUMP`., GHAT.£ A.;,KALI, GR oREaANIC MATERIAL, � � N — 1 V W / �� A I n A. Kau 5 L II A - I a - '.9 Cr T NA L W._ FR.ESI...y PREP REL . UNI{'eRML� MIXEu t1I PRnPoRTIoNS: I PART CEMENT 3 YART� SANL'. � ( I �- c7 j a ( I I I I # WHEKE VERTICAL Cn E; NAVE A MINIMUM CLOAK DIMENSi,3K OF 4", 41ROLT MAI BE I PAR'" CEMENT = x , 3 Hi(H F�ulp. CURbs TAt*tf `ISPArKrT5 PAK"i: SAND • f2PARTS PEA IKAVEi_ 3/$" MAXIMUM. , 611 SHALL HAVE MIN. CoMPRESSIVrs STRENGTH OF 2,o00 PSI AT 28 GAYS. �' j I I -' � I E" ( O ' ~' n' o ? a SEE D_TAIL _ I 1 z > ORT�P, FP.E4HL ?RE AKCti UN1FoRrtl: MIX IN POi'cKrIGN` ' ' v _ ' �^ "So'1' 1' r H� i PART :r:Mr NT, 3/2 PPP."y SA •G 4 Noj" Moll,[- TITAN /4 inkT LIN e PUTTY• I I °w 19 OR•[AR HAl BE TYPEAND HAVE MIN. COMPRESSIVE 5TIl GT OF 2000 PSI AT 18 DA Y5. rK:}CTuK `; ,"crr. Cpl I I I u I. ALL Sl' U�'rlJkAF L gISALt ;'oNFatLM TO A. S.''. 41.1. A ?c 4 :HALL P'r: FAP.PiCATL'c AC^AK['INy Tr A.I. S C. PRACTICE �P!<: IFICA'�IoNS fcR gu1LU+Nc� o n r _ 2-(� (o-o" O' ro'-O" P.C.i tO i 2 p COLUMNS SHALL CoNrcis?l To A-S,T. M. A,• 53 �� ' I •I i 1 I o v ALL IPE `` P,ADE• i., u I \ r � I- v F„•, � ?. ALL W' LnIll SHALL RE DONE :-S'NG TNF $N11l CLEGTRIC Arte PROCESS USING APPROVCr FL_Et!-t'l Dl; ,3 i' CE:KTIFIEL YVELDE v(, I ►n a -- m I r _-- .-� I I if -- -1 t- 1- �, �- u l �� 1 to o 4. ALL V ELLIN�t SHALL RE INSPE.TILD GR WELDED IN AN APPROVED SHOP. ►� _ �~ Ili II �i -- ^1 L --- iN Z pL ,y 1 5. C:nNrINUOt-�S INSPECTION IS F'.£OUIREU all rill e•L.t_ FIt t.D WELotNI� :� L� _. — -- —� _,} _ _��__ ,_��_�- ---_ --= --- - - —_--� - - - -ti- - - - - - -- - �. o IN57ALLATION OF INLAND TYPE "B" 22 GA. METAL DECKING SHALL COMPLY wl-rH I.C.P,.o. RF-PURT NO. 1092.'b . -_- - I - - -' ` - - -� -- -- - _ - ` `- - - - -" -- r - yl - - - ---~-� - - C_ ^ I•+ ;! I c4 _ N I I `ql �.,'T I r� t} S -� I I - �� l 1^ - 9 N ,'21 ftAUIuS- iTi1D WIDTH PLUS FIN c+l I `i _ S 1 I l - - 5'I I WOOD WALL MATE RIALS cn - - 1 _ I. ALL WOOD Hc4e 4> SHALL F,E GOUGLAS PIR # 2 CONFORMING 'TO W.C.L.A . GF APING RULE 4 1G. I11 3 CON `\�`�v ' +� 2 TyP. THIS WALL _oz'- 2. 1 2. ALL STRUCTURAL PLYWOOD 5HALL BE 5Tll-TURAL I PER PS- 1- 6G. �`- - =9� S t 1`'y'P' j o Cai�A[21W6 4• S S12 Iz fSIAOVE: TGP.SOIt Of6A�JIG MAiTI i AND UNCOMFAGTEO SURFACE FILL, 1 -- CONC• SLAB �. 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