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_Dj,a.' or Sq� <br /> j Standard From* and <br /> 6 Cover AssembIly <br /> A.C. <br /> 4� S <br /> C.C, <br /> A. 0. <br /> I a7z, <br /> 6 <br /> ------------- <br /> E I V,M IN <br /> Survey Monument ffackfill with materials 0"al: to or <br /> \\,Undisturbed JOX50" Iron Pin With t>etter itm the existing pavement -LI'A.C. 0%JEF_ A. B. <br /> Basement Soil 4" rin quality and thickness. <br /> Identification M*rks <br /> Eiiiisting Pavement K \;ALVF <br /> TYPICAL SECTION TYPICAL SECTION A-A <br /> 0 <br /> -46 ��6"Mlirt. (Typ.) I <br /> SCALE : I"= 10' <br /> Compact in 12 layers <br /> to o minimum <br /> relative compaction <br /> of 95 <br /> to EP�SF_MENT 10 <br /> Q- > <br /> e­-Compoci in 12" layers <br /> z 10 0 MiAiMUM <br /> END <br /> A A re afive cornpoct*in <br /> SURI S k <br /> -- 19' 01 90%. Sign-Col if <br /> Vk =7�_ <br /> -.0 --_____ - C <br /> C, <br /> layers- __0 Hwy Code <br /> Compact in 6" W31 AS PERL PLAI,� <br /> 10 a minimum <br /> 0: D, lo" 10-1 o.t). to"' <br /> L! relative compaction K1,111E j1%5 <br /> ONU I MWO max. mcm <br /> Of 90 <br /> 1 6 Raised Letters t 2cr Mo 0. D. Ze Max. <br /> sign-Calif Hwy <br /> Code Type MR <br /> UNDER PAVEMENT OUTSIDE SHOULDER <br /> SECT4ON B- B <br /> AND SHOULDER SECTION C-C <br /> Cover Frome SCALE ' SCALE I"= 5' <br /> Lift <br /> Holes __er" Matefioll Cast Iran <br /> NQT E_$_ <br /> 1. Relafive compaction of materials shall be tested by the State of California, <br /> Dept. of Public Works. Division of Highway, lost method No. California 216 F. <br /> 2, Ali existing pavement shall be neafly cut to line Pfiof to french excavation. <br /> cli 3, No setting or ponding shall be permitted Within the street Right of Way, <br /> 4 4L When shown by soil composition and compoctibility, ninety percent (90%) 4- <br /> compaction may be used, when approved by the Director of Public Works. 1AL <br /> N 4 <br /> TYPE "B' <br /> 6" Diameter <br /> 4- <br /> BARRICADE <br /> SECTION A-A <br /> r. x Q tF-NGE STF-UcTulzAL GIF-Abe <br /> SURVEY MONUMENT TYPICAL TRENCH BACKFILL lP_F_0Vq00t� SUKFACED Foul?_ SiOGS <br /> ph%NrEt) Yql'L COATS vj vt I rE <br /> FRAME COVER ASSEMBLY <br /> EXTF-F-IoK KLYV(D RESIN tit rLaSS <br /> ftrAPATIBLE FF-IrAERL SECTION D-D NEYq t�iiTcti <br /> SCALE. 1"= 5' <br /> 77 <br /> -------— - ...... CA <br /> 7 ---- - -- ........ <br /> 7 4 <br /> 4- <br /> ---- ------- <br /> t ------- <br /> 77 ......... ------ <br /> .... ...... <br /> ............ 7=......... ...... <br /> fA <br /> t tlj- <br /> .......... z........... . ..... <br /> ...................... <br /> ........... ..... <br /> 7- <br /> 7 <br /> 4- <br /> .......... <br /> -Z ....... ....... <br /> -4. .....-- ----- <br /> - -- -------- ------- ------- ------4-L <br /> -- - ---- ----- -4 <br /> __7 --- ... .j.- <br /> ------------ <br /> 4 ........ ....... <br /> ............ <br /> ----------- <br /> -........... <br /> _=7 <br /> 4 <br /> 4 7— -----------__4 ---- --- ....... <br /> T <br /> T_' <br /> =__T _T_ ------ <br /> . ......–-------4 t <br /> -- -------- ------- <br /> ............ <br /> F.. _T <br /> T= <br /> 7------- - --F-77- <br /> 7 ._,777;L ------APPROVE 19 APPROVED... . revisions job no. 1798 SHEET <br /> ENGWEERS , INC . <br /> WONG date MARCII '83 <br /> no. description date by "..CIVIL Erio+N..E'E� ING CONSULTANTS IMPROVEMENT PLANS -,FOR NEW ; PET,ERSBUR.G <br /> 2 10 , N. HUNTER, ST. , STOCKTON , CALIF. f. b.. no. 2 <br /> Sq drawn C.C.W. <br /> OF TWO <br /> PROFILE AND DETAILS <br /> R.C.E. No. 14269 design W.E. <br /> E <br />