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SZ bZ EZ ZZ 12 02 51 91 LI 91 51 to EI 21 II 01 6 -I9--- LI----1----I9- 15--.-1 tr 1E.-- Z 13141 �1nI11nI11nIiUlllllllullunln11111nI1n111u11un111uluulnull{Illlu11111)�111111nlnulu�L�II111uIcIII�IIrullllu�nullnlllnll11t1�n111u1��11u1tIrI�IIIIIIIII�IIIIIIIII�IUIIIIII�III>)LLII�11111Uwllullllnl�WILI�1.Illww��ll�lllllillllwlllllllllpllUI�IWIII +, JUNE k. �. 190 REVISIONS BY i GM 00 z h � W co co r- cn 00 InIn W z ckJ 2 C7 � O Q O w 4 Cr' TH^. �� i.� y,W z a Y ui p RouGH-1IY NcvT ►�! � �T R [�C/C N W Z tu 50PPC/EIZ 7O,Y/A7rk 0-)�/ �4, AIYD /JEA, P� w m PRO Ec �7'P- Co/l/ 6--T'N 45 R6010', I nee NOTE XW RWY 70 ,r-5 AS R'E.cZu ir Z. �w ✓RFY r ' I ` LJ HCS r /►'/S�VYI�L/Eft 7 i C v,NSIR PROVIDED ! f /l "'CW _I A,� TMI�/ gNIuT-TSN l� l"es /(w uN'1 oFr 70 F/ ,rGJxE c,ollllYm S eJ 4� .._ 1641k161- Nur cUI C�. al a cm /i 11 ol!g wNe,r � [!' l �G appR I _ n 2 � n7k*7'E' -3 4 -YOPNN A ; -' S 'c __ - -- _ f 10 Ile - cr �Arxrurze , N _.....«......._....w.. ^ a 2 D .7 .. c p c o a u � °' M�N[lAL SNLlT-a F o F TE SWAN jN/r - C014.4 'cwt.) - c�R,S+rE � H orr'ry'0 c - o 1 ° m tii P�n1r,�ArAa '{ i / ��- I/ I / ,, ll2"^vr �" T�,eu Baur• cmp N .�. 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Y✓E1.L7�f� ULIc.'T'" _.......__ 2?-4e► (.7h 0Vrm1Z_ PC*- W60L E3ie FI LTIF,-46 IT KZ 11 � I 9&WUE 61.1 KU MCC «�T 01.. I ► f1 �, � M � I u .... - +-sc' s..: •�w� sasr-.r�a�- I 0ATE --�L.,.iZi 1 SCALE N1 Lc,v GG�4 A+t �= hti 01 Tmt l o � }-I(X)D i�►� MAir�_tJ� 1`AF3l.F;, 5A r-KY1 '_h w FI 1.� �.,• C)MWN l I- Bre GK HOOD ANP D►..,1 t/Yr h H4 I',T- os r �I,.� 5 L5VATION -- MAb�E- [.j? Li Hoo r- � �� h'1"'�T'rt`1 J A)LA1.r__ �?,`= I'-Q '' z I%© hGRI.L� ( '� I,mss, `.ihiEiLT I � �.....�...�.. -.� .. / OF ✓ ,i ,: ._..._ ............._...�....,�__._._... .yam,, "'�� _,... ,..... '! '1IrIIl/1111 N 11III11r1rIrI�1111I111111111IlIIIrIIIIfIIrIIIIIIIIIIIIIIIIIIIIIII�tIIIf1Jill I111I1I1i11111I111111lI1111111I1111111�II111I'III11111I1IIIrIIIIIIIIIIIItI111I1IIIIIIIIIII11111I►IIIIII , . . ,, ' , NOTE: IF THIS MICROFILMED ►. 1 2 3 4 5 6 7 $ 9 I O I I 12 DR',WING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL 41' DRAW I NG. OE 62 9? LZ 9? tZ bZ E2 -Z2 1'?, 0Z 6i 91 LI 91 I ZI II 01 6 9 L 9 S b E Z 1me& �III III 1III IIIfill Illi►InulnnlIIIIII nulnlllU1111111I11111n11I1411�1U1II111L1-1 III III III III IIId1111IIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII1111141IIIIIIIIlilulltllliI1111111111l1II111III1111U1I1111�1111I1111�ll11#IllJ1WII�ll1lWll�J1111111111WIllUlilll�llllllllNIIIIIJIIIWIII JUNE 1 - l000 i APPROVED FOR CC1NS_~ T T ION CITY OF TIC RD PF,"141T NO.,:5 _,�o, SITE ADDR TITLE E SS i �f�_��4��iw. D, TE 7- r 31 ii✓ ��� � I�JIti1v 4.0 , A1C A Al ISI 2 . IV C - f '—`.�� • Oi8 /j 6.A '� SITE PLA R _.�o r) ," n � sT1c_� �Trcan i _ "��fes. � c,r- ,�?I�r.�. T✓/Z F C) 3 io Zo 1140 fi Drive- up (restaurant additio �, � • Dartmouth `4 Corner TIGARD, OREGON --�" O'CALL.AGNAN DEVELOPMENT CORPORATION GENERAL NQ-Ec 1 1 All work shall comply with requirements 5. Concrete. of current edition of tt.e Uniform 5uilding The ACI standard specification for �- - - — ,- --- — - __ _� .__ __ —_ __. __ ARCHITECT LA Code structural concrete ifor buildings ACI 301L - - ---- �___ _..—^-- ------ —_____ __. ._ _ _..__._. �. .._ �— _ +�� i i[ PIJNTLANII CENTEfi shall be followed Min,vium compressive 1700 SVI FOURTi I AVENUE 2 Contractor- shall verify all dimensions and strength shall be 3000 )si at 28 days. ,,, �,,, , ,� � -y., T- , � ' _-� PORTLAND, OR 97201 !- `AC'S' T`►T� W,�,.L existing ;onditions and shall notify Maximum slump shall ae four (4) inches ,;y, �� y -r^l5031227-4443 architect of any discrepancy on drawings 41 A v •r. et:ILrI Q n N1c,, rjl�=a,, I t� p 6 f'oncrete Reinforcing Steel , o S- Provide shoring, bracing, support, and Rebar she!1 conform to ASTM A-615 ,I"Y TR !H protection as required to maintain Grade 40 Place and secure bars per ACI ; �� -►��r - ---_� 1 - -_ Ir structural integrity of the project and to ___- _ �r-1aQ ' - -� 9 y P ) standard, Lap splice ell continuous bars •*1:> w .G�,�►�'Ibly) I of ; - _ _ protect existing work a minir►;um 30 diameters. �.� T ,T ----� ---- - I x / �' ��aL` 2 101 1- IM IN - v�"� , w §c �3�' 129 4 Foundations - - -- I �,/ � 7 IIG, 7 � 'h I► ~ ' Assumed soil bearing rPssure of 2000 psi Footings shall bear on firm undisturbed soil a minitnum of 18- below finish grade ��� � i�U � �' ti's � �_ ,�,�•�� � � _ , Notify architect if soil conditions do not appear satisfactory Backfill eli pipe trench and other r jl fT 8'' excavations below footings with �7h,uJ1�1�-...: , rr '—�'�=�"' • - i ; compacted crushed rock Back fill for :•r1�1i ►.� JUL`' i�, 1�1�,`� , , * N�" I I� ITS I LARRY ABAL foundation wall, with compacted select f1 granular till. �'� POR Pe OREGON Oror W, �IIIIIIIIF :A ,t.. - ..._ ..u�r.r.-w .-,m...-n.M4 A :1'St7k•nMr.rq.z.�.+��..,.R.i+riw.* _., - ' - _ ��. � :.-.�.uawwr,u,Nicy� +unwnow::•e.rc 4Rv....:-.-d••in.. np a . . . ... .. .. -^y�'o. . 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