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STRUCTURE APPROACH <br />SLAB SEE "STRUCTURE <br />APPROACH TYPE EQ(3)- <br />SHEET FOR DETAILS -- <br />#5 TOT 4 — io <br />#5 x 2'-4" ® 12 1--4 <br />#5 ® 12 0j <br />CORBEL FOR STRUCTURE <br />APPROACH TO EXIST <br />ABUTMENT — <br />SEE "STRUCTURE <br />APPROACH DRAINAGE <br />DETAILS" SHEET <br />B6-21 1 TYPE A SEAL <br />MR=1" <br />1'-0" �ABUT <br />�'10to <br />#5 & #5 <br />l' <br />10. <br />1 " MIN AND VARIES <br />POLYESTER CONC OVERLAY <br />NOTE: <br />EXISTING WINGWALL AND PROPOSED <br />WINGWALL NOT SHOWN. <br />SECTION B -B <br />SCALE: 1/2" = 1'-0" <br />I <br />CIP REINF <br />CONC SLAB <br />END FACE OF EXIST ABUT I 10" <br />(Z ABUT <br />_� COUNTY OF SAN JOAQUIN <br />EXIST REINF <br />CONC SLAB <br />1 " MIN AND VARIES it <br />POLYESTER CONCRETE <br />OVERLAY <br />0 — o --o <br />— — <br />o <br />* MINIMUM <br />B11-51 <br />TUBULAR HAND RAILING <br />00 <br />— <br />a <br />CONCRETE BARRIER <br />a <br />DATE <br />B. GREEN <br />TYPE 26A (MOD), SEE B11 _54 <br />iv <br />0 <br />D. PECCHIA <br />"TYPICAL SECTION" <br />1/06/06 <br />------------------ <br />M. KANAAN <br />SHEET FOR DETAILS <br />w N <br />Q <br />4" <br />FLOWLINE <br />0� <br />86_21 FACE OF CURB <br />O <br />JOINT SEAL <br />OL <br />AL SEUL <br />0 <br />0 <br />� <br />N <br />DRAINAGE <br />I <br />co <br />0 <br />SEE NOTE 1 <br />or <br />0 <br />N <br />— DRILL AND <br />BOND <br />Q II <br />2'-6" <br />v <br />o <br />pro <br />#5 — <br />rn <br />3 <br />W® <br />0 <br />6" MIN CLASS 2 <br />Q <br />STRUCTURE APPROACH - AB OVER NATIVE SOIL <br />DRILL AND <br />DRAINAGE <br />i <br />SEE NOTE 1 <br />29-0" <br />#5 - <br />N <br />m <br />I <br />m <br />N <br />04 <br />Z <br />Y <br />0 <br />i <br />m <br />SECTION C <br />-C <br />0 <br />SCALE: 1/2" = 1'-0" <br />C <br />0 <br />I <br />CIP REINF <br />CONC SLAB <br />END FACE OF EXIST ABUT I 10" <br />(Z ABUT <br />_� COUNTY OF SAN JOAQUIN <br />EXIST REINF <br />CONC SLAB <br />1 " MIN AND VARIES it <br />POLYESTER CONCRETE <br />OVERLAY <br />0 — o --o <br />— — <br />o <br />* MINIMUM <br />PROJECT ENGINEER <br />of <br />°° <br />DATE <br />a <br />CHECKED <br />e -0 <br />DATE <br />B. GREEN <br />15 EQUAL SPACES = 15'-0" <br />TOP OF EXISTING <br />ABUTMENT <br />DRILL AND BOND #5 <br />F <br />\O3 <br />1� <br />3 <br />JTOTIN 12" DEEP HOLE <br />64 EACH ABUT <br />----------- - - - -�- <br />e 0 0 0 0 0— —-�]-- <br />I <br />0 0 0 0 e <br />� J <br />10'-0" TRANSITION <br />I / <br />/ <br />�I I _1 <br />I I <br />I I <br />VIEW D -D <br />SCALE: 1/4" = 1'-0" <br />DRAWN BY <br />DATE <br />* MINIMUM <br />PROJECT ENGINEER <br />of <br />°° <br />DATE <br />a <br />3 <br />CHECKED <br />e -0 <br />DATE <br />B. GREEN <br />0 <br />1/06/06 <br />0 <br />D. PECCHIA <br />0 <br />1/06/06 <br />------------------ <br />M. KANAAN <br />1/06/06 <br />� Iaq gridgt F.les <br />EDGE OF <br />6'-0" DECK <br />TUBULAR HAND B11-51 <br />RAILING, TYP <br />CONCRETE BARRIER <br />TYPE 26, TYP (6111-54 <br />SEE "TYPICAL SECTION <br />SHEET" FOR DETAILS <br />M <br />* MINIMUM <br />FIVE <br />of <br />°° <br />0 <br />a <br />3 <br />I <br />e -0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />I <br />1 <br />------------------ <br />o- <br />EDGE OF <br />6'-0" DECK <br />TUBULAR HAND B11-51 <br />RAILING, TYP <br />CONCRETE BARRIER <br />TYPE 26, TYP (6111-54 <br />SEE "TYPICAL SECTION <br />SHEET" FOR DETAILS <br />M <br />-- - - - __ DEEP HOLE TOT 1 <br />OUTLINE OF EXISTING <br />ABUT, STRUCTURE APPROACH <br />CORBEL <br />I I I I I I <br />BACK FACE OF ABUTMENT <br />I I I I I I <br />EXISTING ABUT 1 EAST SIDE SHOWN, DETAIL SIMILAR FOR EXISTING <br />ABUT 2 WEST AND EAST SIDE. SEE "ABUTMENT DETAILS NO. 2" <br />SHEET FOR ABUT 1 WEST SIDE DETAILS. <br />EXISTING ABUTMENT STRUCTURE APPROACH SLAB CORBEL <br />DOWEL PLAN <br />SCALE: 1/2" = V-0" <br />-0" <br />10'-0" TRANSITION <br />END OF EXISTINGSIDEWALK AND CURB FACE <br />------ WINGWALL - - <br />_3'-3" _ 8'-0"t <br />FOR IMPACT <br />ATTENUATING <br />SYSTEM SEE <br />ROAD PLANS <br />6.7%_ <br />FLOW LINE ® <br />FACE OF CURB a <br />O <br />I <br />M <br />REMOVE AND DISPOSE OF REMOVE AND DISPOSE OF \ <br />EXIST WINGWALL. EXIST TOP 3'-0" EXIST <br />HORIZONTAL REINF WINGWALL. EXIST VERTICAL <br />TO REMAIN. SEE "ABUTMENT AND HORIZONTAL REINF TO <br />DETAILS N0. 2" SHEET. REMAIN. SEE "ABUTMENT <br />DETAILS NO. 2" SHEET. <br />(L ABUT <br />VIEW F - F_ <br />SCALE: 1/4" = 1'-0" <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />SUBMITTED DATE APPROVALS ,RECOMMENDED DATE SCALE <br />"4911404 <br />Ct BENT -� <br />CIDH PILE <br />I <br />#7 TOT 8 <br />EQUALLY SPACED <br />#5 HOOPS <br />R <br />N <br />MRO ENGINEERS INC. AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NO? <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />CL PILE <br />CL <br />O <br />_ <br />Ln <br />* 24"0 CIDH <br />- - _ CUTOFF ELEVATION i <br />lk <br />N <br />'G <br />r <br />a Z <br />#7 VERTICAL, SEE <br />SECTION G -G <br />SPECIFIED TIP ELEV <br />SECTION G -G <br />SCALE 1" = 1'-0" <br />ELEVATION <br />ZTION SCALE 3/4" = 1'-0" <br />24" CIDH ABUTMENT PILE DETAIL <br />AS SHOWN <br />NOTES: <br />1. FOR DRAINAGE DETAILS SEE "STRUCTURE APPROACH DRAINAGE <br />DETAILS" SHEET. <br />2. FOR LOCATIONS OF SECTIONS B -B AND C -C, AND VIEWS D -D <br />AND F -F SEE "ABUTMENT LAYOUT SHEET". <br />MRO MRO Engineers, Inc. <br />2202 Plaza Drive <br />Rocklin, CA 95765 <br />Phone (916) 783-3838 <br />Fax (916) 783-5003 <br />www.mroengineers.com <br />1" <br />ENGINEERING - PLANNING - SURVEYING <br />�o QRpF ESS/0' <br />c; Ronald L Rivett � <br />No. C031269 <br />* EXP. 12/31/O6 <br />J�ql civic <br />fOFCA� <br />0 <br />U <br />0 <br />I <br />N <br />O <br />P <br />0 <br />Z <br />W <br />J <br />Z <br />W <br />w <br />0 <br />c� <br />Z <br />E: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING cv <br />FIELD DIMENSIONS BEFORE ORDERING OR N <br />FABRICATING ANY MATERIALS. _ <br />ABUTMENT DETAILS NO. 1 <br />SHEET N0. <br />* MINIMUM <br />FIVE <br />of <br />°° <br />—. <br />a <br />3 <br />HOOPS IS <br />REQUIRED I <br />EXISTING #10 <br />0 o <br />3 <br />N <br />TOT 2 <br />o- <br />4" <br />0� <br />CLR <br />W a <br />� <br />DRAINAGE <br />SEE NOTE 1 <br />or <br />(5 <br />— DRILL AND <br />BOND <br />Q II <br />2'-6" <br />o <br />pro <br />#5 — <br />IN 1'-0" <br />W® <br />DEEP HOLES TOT 8 <br />too <br />DRILL AND <br />BOND <br />0 <br />---- <br />29-0" <br />#5 - <br />C <br />IN 1'-0" o <br />-- - - - __ DEEP HOLE TOT 1 <br />OUTLINE OF EXISTING <br />ABUT, STRUCTURE APPROACH <br />CORBEL <br />I I I I I I <br />BACK FACE OF ABUTMENT <br />I I I I I I <br />EXISTING ABUT 1 EAST SIDE SHOWN, DETAIL SIMILAR FOR EXISTING <br />ABUT 2 WEST AND EAST SIDE. SEE "ABUTMENT DETAILS NO. 2" <br />SHEET FOR ABUT 1 WEST SIDE DETAILS. <br />EXISTING ABUTMENT STRUCTURE APPROACH SLAB CORBEL <br />DOWEL PLAN <br />SCALE: 1/2" = V-0" <br />-0" <br />10'-0" TRANSITION <br />END OF EXISTINGSIDEWALK AND CURB FACE <br />------ WINGWALL - - <br />_3'-3" _ 8'-0"t <br />FOR IMPACT <br />ATTENUATING <br />SYSTEM SEE <br />ROAD PLANS <br />6.7%_ <br />FLOW LINE ® <br />FACE OF CURB a <br />O <br />I <br />M <br />REMOVE AND DISPOSE OF REMOVE AND DISPOSE OF \ <br />EXIST WINGWALL. EXIST TOP 3'-0" EXIST <br />HORIZONTAL REINF WINGWALL. EXIST VERTICAL <br />TO REMAIN. SEE "ABUTMENT AND HORIZONTAL REINF TO <br />DETAILS N0. 2" SHEET. REMAIN. SEE "ABUTMENT <br />DETAILS NO. 2" SHEET. <br />(L ABUT <br />VIEW F - F_ <br />SCALE: 1/4" = 1'-0" <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />SUBMITTED DATE APPROVALS ,RECOMMENDED DATE SCALE <br />"4911404 <br />Ct BENT -� <br />CIDH PILE <br />I <br />#7 TOT 8 <br />EQUALLY SPACED <br />#5 HOOPS <br />R <br />N <br />MRO ENGINEERS INC. AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NO? <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />CL PILE <br />CL <br />O <br />_ <br />Ln <br />* 24"0 CIDH <br />- - _ CUTOFF ELEVATION i <br />lk <br />N <br />'G <br />r <br />a Z <br />#7 VERTICAL, SEE <br />SECTION G -G <br />SPECIFIED TIP ELEV <br />SECTION G -G <br />SCALE 1" = 1'-0" <br />ELEVATION <br />ZTION SCALE 3/4" = 1'-0" <br />24" CIDH ABUTMENT PILE DETAIL <br />AS SHOWN <br />NOTES: <br />1. FOR DRAINAGE DETAILS SEE "STRUCTURE APPROACH DRAINAGE <br />DETAILS" SHEET. <br />2. FOR LOCATIONS OF SECTIONS B -B AND C -C, AND VIEWS D -D <br />AND F -F SEE "ABUTMENT LAYOUT SHEET". <br />MRO MRO Engineers, Inc. <br />2202 Plaza Drive <br />Rocklin, CA 95765 <br />Phone (916) 783-3838 <br />Fax (916) 783-5003 <br />www.mroengineers.com <br />1" <br />ENGINEERING - PLANNING - SURVEYING <br />�o QRpF ESS/0' <br />c; Ronald L Rivett � <br />No. C031269 <br />* EXP. 12/31/O6 <br />J�ql civic <br />fOFCA� <br />0 <br />U <br />0 <br />I <br />N <br />O <br />P <br />0 <br />Z <br />W <br />J <br />Z <br />W <br />w <br />0 <br />c� <br />Z <br />E: <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING cv <br />FIELD DIMENSIONS BEFORE ORDERING OR N <br />FABRICATING ANY MATERIALS. _ <br />ABUTMENT DETAILS NO. 1 <br />SHEET N0. <br />13 <br />of <br />°° <br />OF <br />a <br />3 <br />22 <br />Z <br />0 <br />J <br />3 <br />