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9250 SW TIGARD STREET-3 • 'YtiWMIW.KKwWA.k.J�yrrpsxVy�ylyeMlav,a,p.u:.eN..,.,Y.1.NYiiMpClWr^e:w:lA.nuwyNFNM:W'rr..v.,p;,.y..w1YAYWE!!..M'vIW.•rw,..nAn'.$4wK'.M.kYLYAF�n:.:.... at OLSON DESIGNS INC. _ _ 14345 SOUTHWES ( PACIFIC HIGHWAY GERALD A. OLSON CANTERBURY SQUARE CHARLOTTE J. OLSON, Designer i !GARD, OREGON 97223 PHONE: 639-0513 July rj , 197-: • bullding Inspector City o± Tigard re : McClure :qui ldini . .iTigard Ave Dear Sir : 4 x 14 6 -.owr. on sheet yl shall be changed to 4 x 12 . 4 :: 12 shown on Sheet # 1 shall be changed to 21 x 8 . :bandeaus at 48 " on Center. Hiorz . sincerely , ( ,-,c('..4 —,s(212.74..) e4i,Z17_,,ex.,(._ Charlotte. J . Olson Olson Designs , Inc . iciiil'., ,r A. +"4 z 7 ..... 4 - -76 CJO/rc- ,. ,N .� . 7(1 rr i lkwb }, �P ,y�,,, a r. .t 01 4 ^ 1111111 ` II11111111111I111IIIIIIIII111111111111IIIIIjlll1illjlll1lll )111111111 �111111IIIIIIf111 1111111Ii � llljl IIIIIII 111111 IIIIIII 1111111 111111 IIIIIII III III III III 111 t11 111 111 ;' ''l I I I a i � I _?� I I I I � i I • t NG - 2 3 4 E 6 7 8 9 1 U 1 1 12 it NOTE : I F THIS M I('ROFI LMED ►Y.,...,.__..... DRAW I JG IS LESS CLEAR THAN TH IS NOTICE , IT IS CUE TO I --��` ► I THE QUALITY OF THE ORIGINAL ... 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TANGENCY OF THE CURB a AT OTHER (Y LOCATIONS AS REQUIRED To LIMIT HE SPACING f0 A !.IAXIMUM OF 20 FT (t ( ) 2 MATERIAL TO BE PRE - !,'OLDED NON - .) ` �J) nI EXTRUDED MAT RIAL WI CH A MINIMUM } - n THICKNESS OF 1 / 2 " <t r � A ' <I TRANSVERSE CONTRACTION JOINT � _,, 1__ ,---. I SPACING TO BE NOT MORE THAN 10 FTf. 2 DEPTH OF THE JOINT SHALL BE AT ( LEAST ONE FOURTH OF THE CROSS - U) '' SECTIONAL AREA 1 i CONCRETE BREAKING STRENGTH .. c if N •1 JO BE 3000 P. S I AFTER 28 DAYS N N :2J y l., o 11 . .•:.-0... •:.:R:e!: . i . G 3/4 "r ` 1 fFOCE --, \ . (0 / . A • A . r- .. . _ .. .. .-- • _ ^. �, ; .4 o ).0 • • _____ __ • - - . •, • . • 4 ._, .:11__ _____ 't._ 0 / • 1 ° ' 0 4. g 4 4 4 • - - • A 0 0 � . V 4 • • •4 ,���� 4 O - _P._ A . .v . /4/,),,,) \, ,,,-;-?:,/, 1 ' /`T'/ 1 . . , w.— t , . wwr: ^�M!^ '� �..; 't 3.'t•.7'..^.r4s+T.ISA1'":t.A•i'4`.".'..•t[S:.l-=."•�C,S .�Ai^'.:*ra •� ••7�-•• .. t y.i , rh t ._;.rY,..w.: }3l.{ii..l.. .,�'sY,-]IRr�m.N.::d'.c..: . -. t•.J'1 '„iJ !'' 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' APRON SLOPE r-7'• P ovrierreg= ,t034‘ 1 0.- ,i L.......... ,.,,.... --,...-..,........ ;—.,,.._..,:......6----:-...::--:—.., ,..:,...4 ...i.4....;..4.,...........,...,,:::::.%..._,............. ., --... -T.- e7- 1- - -#4.. A., I 4A: '''' .:..r'•,x,1.....:0.'ay..., '/:::',-."..,, .• .,_....,..L.:-.._ __ _-____I-..---A- 1....)4, i 4 • 2-12--f_, „a• 4 44 a 4....1. , ' • �A i—”�,� SECTION A-- A LDENs:oNsmy' 1 4 1 a NOTE: COJ' CRETE SHALL HAVE A ` ” omme: .'*.o.-.ir.a..m,-.....); , . SCALE ' , (Thr. �a CITY OF TIGARD DRV. UY . R. LI'. MIN . BREAKING STARE NGTH Illgaellitaramor OF 3000 P S.I AFTER 28 DAYS. OATS + �' - L� —:a.....i.............. STANDARDS d •ap i.1 V El flM`' issr • • . COMMERCIAL._ DRiVE \NY .m...r.�.. ',',m ioloktuiftwommonammiimmommisip REV: DRAWING NO. • ' O - 1 - r Wii4 ll rwr�' ,1 f 1(µ , ,.y� y� h ) +r S ' a n -r ^r • t "41.°'LJ, YI ,.,. :1,1 � :aux '''✓ <Ss -,,i,?--_..- - ...,• .mek,gr.. ._.rrc-'--.t: ^ .d 'u..�t... _. w' .^rte . .. 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