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<br />MRO ENGINEERS INC. AND COUNTY OF S -�
<br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT
<br />BE RESPONSIBLE FOR THE ACCURACY OR
<br />COMPLETENESS OF ELECTRONIC COPIES OF THIS
<br />PLAN SHEET.
<br />DRILL AND BOND
<br />2'-6"
<br />#5 - IN 1'-0- I+S tL ABUT
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<br />MIN ---J
<br />NOTE: CONCRETE BARRIER TYPE 26 AND SIDEWALK
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<br />WINGWALL ELEVATION
<br />OUTSIDE FACE REINFORCEMENT
<br />SCALE: 1 /20 = 1'-0'
<br />% ABUT
<br />CONCRETE BARRIER 811-54
<br />TYPE 2 , MOD ll I 6
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<br />NOTE: CONCRETE BARRIER TYPE 26 AND SIDEWALK
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<br />WINGWALL ELEVATION
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<br />PIP
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<br />EXIST UTIUTY POLE TO BE
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<br />P
<br />P JOINT SEALS 66-21
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<br />I I SEE NOTE 1 P I I 1. FOR DRAINAGE DETAILS SEE STRUCTURE APPROACH DRAINAGE
<br />I I I
<br />i I
<br />DETAILS SHEET.
<br />m I I --
<br />m I I 2. EXISTING RENFOREMENT TO REMAIN. DAMAGED REINFORCEMENT zo
<br />MJ SHALL BE REPLACED IN KIND AND LAP SPLICED OR a
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<br />I NOTE: TYPE 26 BARRIER AND SIDEWALK REINFORCEMENT
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<br />Y NOTE SHOWN. a
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<br />ABUTMENT 1 WEST
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<br />WINGWALL ELEVATION SECTION E-E.
<br />3 THE CONTRACTOR SHALL VERIFYALL CONTROLLING
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<br />SCALE: 1 /2 = 1 -0 FIELD DIMENSIONS BEFORE ORDERING OR CIL
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