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• <br />}t <br />• . /� I f _• <br />. 20 <br />.U., <br />- •" * CWW- MMMIy c t+Y er <br />r— f T 1GI a A. C. i <br />Backfill with materials equal to or e 1 6". v A' , <br />better than the existing pavement <br />/ In Quality and thickness. <br />��.o s / <br />Existing Pavetnsnt —�—s; <br />ndistur bed <br />•Sw« vey Mannrn <br />U <br />Y � V - Compact In 12" max layers <br />o . Basement SdI d x Won Pin With " <br />- _- —___][-- Identification Marks <br />6"MM. / toa iqq. relative compaction _ I A <br />(TYR) d W%%nder pavement and "' TYPICAL SECTION <br />Q — -- — shoulders, and 90x <br />GrcFdO !O drain I Q },:; _ — — outside shoulders. — •� :( • ,� <br />/ � o111151 <br />Compact in 24"max. layers <br />• I N Cs Ca _ to a minimum- <br />hou relative compaction _ O• c' i�� <br />NV Edge of Pvrn7►.� �iecQ ^l ye -- of 60x. <br />HILLSIDE _ DRIVE " -- A /'� �P A "i <br />O 9 �_._ Compact in 6 layers F. �� SUR ` <br />— LP 0 D. 10" to o minimum 10" 0. D. 10° jl) 3• ft <br />40/ t� IL Max. x rehtfw campoetion Max. Max. i — <br />41 dt0 .1 h *_ 0. D.t 20" Max. Of 90x. 0. D.+20" Max. <br />ry Ed e of G'vml• <br />y 5hou /de r .N ` N --MONO u. <br />UNDER PAVEMENT OUTSIDE SHOULDER F .: 6 Raised Letters <br />AND SHOULDER <br />argdel to drgi!! <br />—>_ /E` 93.60. <br />NOTES: Cover Froma e <br />{ 1 ♦ yT.` O ' I. Relative compaction of materials Moll be tested by the State of California, Lift <br />\ �\ / ♦ 9 Dept. of Transportation Testing Manual, test method No. California 216 or 231. I" J Holea �° Mater al" Cast Iron <br />/I -:• 2. All existing pavement shall be neatly cut to line prior to trench excavation. -1 —j <br />\� } 3. No jetting or Ponding shall be permitted within the street Right of Way. - <br />4. When shown by soil composition and conpoctibility, ninety percent (90x) 4 iv :. <br />compaction may be used, when approved by the Director of Public Works. / N <br />z <br />} f <br />a <br />1« <br />M I i� 6° Diameter <br />GRADING DETAIL OF <br />SECTION A A <br />INTERSECTION OFSURVEY MONUMENT, ; <br />HILLSIDE DRIVE 81 <br />Y , <br />BRANDT ROAD <br />f <br />t <br />. r <br />t <br />r <br />fEE <br />1 <br />i <br />t <br />I <br />6 <br />S <br />" <br />t <br />d <br />) <br />y <br />L \ �— \ <br />l J J <br />I� <br />1 ' <br />A <br />UJ Iol <br />UJ t - <br />4 <br />ZXT <br />(� NO. DATE REVISIONS BY APPROVED _ <br />`} DESIGN DRAWN ✓ M 4 B 9 <br />LRJBAUMBACH & PIAZZA <br />G 1982 BRAND'";:. ,_• ° <br />--- _ CIVIL ENGINEERS .�URVEYORi SUBDIVISION IMPROVEMENTS <br />Vn <br />w <br />` APP ED BY �/� /- � 323 W. ELM ST., LOD1t, CALIF. 95240 PH. 209-560-6618 DETAIL -SHEET— llL,[ rY <br />I R.C.E. �'i%�e�j,v DATE L SAN JOAOUIN COUNTY D R CTOR OF PUBLIC S <br />r :NIT ��.'' t; 1 <br />MINTED ON DIErO NO. 100011 CLEA MINI _ __ . __ _ . <br />v i } '..� � i • 1 - s _ k� Y, ��� 1A`ar K. y�� yii <br />• 'k: . ,. R ,.'. .. . .. " _ ,,. - ! .. .. _:'. _ I • -. � - -Y+, r j +,'rr Ad. "4' �'`• ' .�y.r. .r £�n;'-�[ e(,p y+"� <br />C• .. .... i t .. a .r [' a • t1•�•• ! ';y..: •. •,:s4S[i:^i /•1W �Il �..::R,.K•_`.. <br />• • v ggy�.yy` <br />•.{y �•f.. K.. .. ., .,.. nt ..... .. � t :fig � r 1'. s .a. Y. • .:. �.. .. t n r �?Y. '� Y.y&n.. S"M4'a"�k Y• <br />s.....a.-........f.�`.:4_`R.�4dY:,_..:•yy i.. ....ia .>. .. ..i...,I.JM.r:k....✓..i...ro.,....r.JJ6ni€a. .!5..�`. .:. "�.atr ._r... ..< <....,. �SaS.. # <br />a .]lea-�.' sSufl. A..r .,+Iiaxrx ix a=.Sa1 ,"_d.:, :Yk1 t'�i"-- �'ht.' -i. `4 . •►'.i. '+�. %.a%?'T `. a9yt '.w'bh-Y. <br />