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rI , I V <br />.. ... _, ,_. .�� ..... y.�.... .-.,,.o x„'+i r.,-�,.• .. �. *.r p a aw•': .,�.. r�.V.:, r .ai"" <br />Ifi+^�`'"r'�WA <br />ty,W':p°.!•"t^4:a9pM'a.. ..mow ,;.•,.-:miJ�. -. +F y:. {- '-+•+ r s r ti t k 1 _ , _ 1 ,-. - � _. - ,ti <br />.'� _ _� -• 4 � ..;ems `.�.Y"�""t ";*' <br />.F <br />Pavement Section as sioecified iii �n �tEncroachmenf <br />—: Permif "sh.7ll fake precedence over Mc. pavement Seciion <br />—as shown . , <br />-New Pave/nentiobc %°higher&717 - _DiarnondSaw:curringoroMer <br />adJacenf Pavement. Apply Foy Seal:. /approucd device 94L- ---VC-* to a_. <br />_. coat of SS -1 As.ohalt Efn.0/Ston. / .`_ clean stiaighf edge. Typ <br />See Noe d. . <br />00 , o'')po v �o Oo aSf'q._-- SUb�raCC <br />Rel Jive compaction of 95 <br />_Pavcrimcrnf Section steal/ min. <br />`4'e2 -i7 I-iff ke. <br />Compact in 12"max.laycrs <br />-. P. a to min•relative com actio <br />Of 3071. <br />LU <br />i <br />JULIET <br />Gists <br />LIN <br />i <br />II <br />I <br />Urie COUNTY <br />W <br />TYPICA4-NCt1 P3AGLF1t L_ <br />I <br />> <br />BETA l 1. <br />I I <br />� <br />0 <br />yx <br />IT <br />— — <br />— <br />ROAD <br />II ISN <br />I <br />l� <br />30 <br />J <br />II III <br />II <br />Q' <br />O <br />y <br />2 <br />�.A[-E � f}o21Z lit=401 <br />YEIZT 1N = 2 <br />Compact in l2"layers to a <br />minrmurn rc/alivw compact. <br />of 85 is . . <br />Compact in G"layers ro a minimum <br />rclar/VC compachi2'I of 85%. <br />.Materia/ to be imported sand <br />N or an approved cic�n granular <br />+ - materia/ free ofa//lumps end <br />deoris etc. h,: vr»3 rfic \ following r i00'.'b,oassing 3/q"I . <br />o,'oass;n.9 /✓o. 200; <br />Minimum Sand Equivalent =20• <br />_— Shope bottom of french to fit pipe <br />barrel 8 pipe joints. <br />ILO ,Cbn 1rJG',or m -'v' y1 /-/,'_> CX DC'. r7 sC <br />a/pc :.o` rcolace ,virl-1 cared or,_2gg,-eaa-c sc 66ase in r,cu of shapina <br />'bot-o/77o; 'rcrc- 'o =ifPiocbarr.. '.din;=s':ailb0s,h�oed /neirr/c'_o�_ <br />2, rihen ;,Inch ar,dexca 'afion is in exist-ny paved s erects, rep.'acr. <br />cavcl' m= 6"or cash <idc of frcnc' , <br />Trcnch na in ea .er7e: its and 0ihlfr .;teas not in :.Teel .e/P4/ may e <br />b.ac<fl ! 7 wi,.; n_ ;vc r713.'01-ia1 to 3 re.'a'i✓c Cve'rcactiOn 07= 85 <br />S. :E_�ngin/'eer. w 7 ' <br />Cy`c✓is' aa'y t <br />Ci - <br />If <br />-'renes; 5cc7)0r7, i'r `.Mall be s. n0=_ a on <br />6.- Cracked, fulled, ravelled, brittle, or other poor poving moy be line cul. <br />7 - The obove pipe bedding detoil opplicob/e to stoble soil conditions only. <br />Revised By Approved <br />-TRENCH SECTION I <br />1 I 7-1-8I <br />Drawn by (EXISTING STREETS) cirYanciN <br />Checked by CITY OF STOCKTON Date it ki 0 50 <br />Scale Nonc DEPARTMENT OF PUBLIC WORKS Drawing No. <br />X@.3-31-93 <br />I <br />r 1 AD <br />�- rs <br />� :E <br />t c <br />Cell <br />r - - <br />I <br />k 1 <br />1 <br />1 ' <br />I - <br />j i <br />DEPARTMENT :OK PUBLC <br />I f <br />4 <br />1 - 1 - <br />r , <br />.. . -� <br />N -r - - <br />2 - <br />0- }00 <br />I ilr7 t i _- <br />i <br />JOB. NO. 2870 SHEET N0. <br />(n APPROVED 19 APPROVED 19 REVISIONS WO G ENGINEERS, INC. SCALE AS SHOWN APPROVED BY1 DATA'? 2 <br />JJ DATE SEPT. 1989 ray <br />NO. DESCRIPTION DATE BY DESIGNED BY WE OF SHEET <br />PLANNING ENGINEERING • SURVEYING SCALE HORIZ 1 = 40 c <br />STOC TON, CALIFORNIA SCALE VERT 1 =2' DRAWN BY HAL JOB NO. <br />DRAWN CHECKED BY. CITY ENGINES 2670 <br />R.C.E. NO. 14269 DESIGN WE <br />CHECK C.C.W. AS BUILT BY STOCKTON, CALIF. <br />nNwTas oN onro Mo. so•M cuwa�wiw" <br />�s 13• ! +C.. <br />i <br />