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Layer Elev From To From To From To ABUTMENT <br /> 310+50 <br /> 312+201312+201314+10 314+10 14+70* <br /> 27+8 <br /> 329+501325+901327+80321+89x 325+90 ES ES <br /> Min L, FT FG <br /> 1 56 12.6 13.9 14.8 PAVEMENT APPHQAQH SLAB <br /> Vor 3'-0" <br /> 9 17.9 20.0 22.1 4'-0" MIN Top of rail <br /> 3 62 19.4 22.2 24.9 <br /> 4 65 22.3 29.9 26.0 H (SEE TABLE BELOW) o o <br /> i <br /> 5 68 19.6 27.3 34.5 1 ZE :2AC Dike <br /> 6 71 17.3 24.6 31.8 N M :C-4 <br /> 2 TypeF <br /> 7 74 15.4 22.0 29.2 1 C:, NN See Note 2 <br /> "B" 8 77 13.1 18.4 23.2 HP HP <br /> 9 80 - 16.3 21.4 d <br /> 10 83 - 13.9 19.4 '4 aC 1 I I I Vor <br /> 11 86 - - 17.0 AC Dike I I 1'-0" LOW EXPANSION MATERIALType C <br /> Geos nthetic NOTE: H d <br /> EI<50 I I See Note 1 I I <br /> y I <br /> reinSE>20 I I <br /> forcement < 16'-0" 4'-0" I� I I <br /> material Stop reinforcing 5' from the back <br /> of abutment footing > 16'-0" 0 <br /> LAYER •2 1. When necessary to place dike in front of face of <br /> guard railing, only Type C dike may be used. For dike <br /> --LAYER 01 NOTE <br /> FG details, see "STANDARD PLAN A87" sheet. <br /> OG L Limits of detail shall extend 5' be and <br /> (see table) Y 2. When dike or curb is placed under guard railing, the <br /> -- --------- ----- --------------- <br /> edge of bridge (both sides of bridge). 81-011 maximum height of the dike or curb shall be 4". <br /> MIN For dike and curb details, see "STANDARD PLAN <br /> EDGE DISTANCE EXPANSIVE SOIL EXCLUSION A87" sheet. <br /> E SYNTHETIC REINFORCED EMBANKMENT DETAIL IN BRIDGE EMBANKMENT DIKE POSITIONING <br /> CENTERLINE OF EXISTING JACK TONE ROAD BNSF RAILROAD BNSF RAILROAD <br /> LEAD TRACK MAINLINE <br /> 608 / 8 ' 70 ' <br /> 60 OG 16 60 <br /> 77"'T PG <br /> 58 REMOVE AC SURFACING <br /> GRADE TO DRA I W-- 58 <br /> `IV <br /> REMOVE AC SURFACING <br /> REMOVE STRUCTURAL SECTION & RADE TO DR IN <br /> 56 10 ' 10 56 <br /> ON <br /> & GRADE TO DRAIN <br /> 54 <br /> 54 <br /> REMOVE SURFACING AND BASE MATERIAL NEAR BNSF RR TRACKS <br /> Reflector Sign-California Highway 2 _ <br /> % galvanized Code Type N (RED-24"x24") - <br /> bolts & washers at end �t <br /> _ 10 ' 62. 5 ' <br /> Reflective Sign-Calif. Hwy. <br /> Code W31, 30" Size AC DIKE (TYPE E ) AC DIKE ( TYPE F ) <br /> _ <br /> Center on Barricade co AC DIKE ( TYPE C) <br /> 0. 67 / <br /> i • • ' z <br /> • <br /> • i ' ' 1 . 33 ' o <br /> i a j <br /> N a <br /> - - <br /> Reflectors---2, <br /> eflectors FACE OF D I KE V) <br /> ENDsymmetrically <br /> - - - - - - - - placed 12' + O.C. AC DIKE TRANSITION Q <br /> 6 x6 dense <br /> - - 2"x8" select grade structural grade d (oCD <br /> Douglas Fir surfaced Redwood, treated Z"„ g�rf�iv� ESSIgq, <br /> four sides. Hemlock or treated N REGISTERED CIVIL ENGINEER T �� A. � <br /> CENTER REFLECTOR Douglas Fir surfaced / / w <br /> FOR BARRICADE 12' Max. oz <br /> four sides. PLANS/APP OVAL DATE �Na. C60254� o <br /> Evenly Spaced <br /> * Exp. 6-30-04 <br /> QUINCY ENGINEERING, INC JI Q a <br /> BARRICADE 13 3247 Ramos Circle V1\_ <br /> Sacramento, CA 95827 - 2512 OF CA1.1F� <br /> w <br /> � I <br /> a <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> CONSTRUCTION JACK TONE ROAD SHEET TOTAL W <br /> MIGNAEi. 6ANGNEZ5/ 13/02 COUNTY OF SAN JOAQU I N NO SCALE N0. SHEETS � <br /> 0EF� oI.SON 5/02 KAIz>iN 1ATMAN 5/02 �,� ��/1 i�l ��•o /�2. DETAILS N0 . 1 GRADE SEPARATION 8 41 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> 6065RG01 . 06N <br /> i <br />