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Q_ <br />a <br />I <br />0 <br />N <br />C <br />V) <br />C0 <br />C <br />I-_ <br />Cn <br />3 <br />0 <br />CD <br />C <br />V) <br />� <br />1 <br />m <br />2 <br />7 <br />i <br />C_ <br />s <br />Ln <br />v <br />4 <br />L <br />V) <br />5. <br />0 <br />0 <br />V <br />a� <br />Mi <br />00 <br />CN <br />NOTE: <br />THE Cc <br />0 <br />DIMEN� <br />c <br />o <br />DATUM: <br />V <br />c <br />o. <br />a = <br />to <br />a <br />JR <br />3 <br />v i� <br />q'rj. <br />` <br />',- <br />I <br />FILE No. <br />BB Exist Bridge <br />„M" 32+40.86 <br />o EB Exist Bridge <br />TICE\ �% �,,� \ � o "M" 43+75.89f <br />— — — — — — — — — s , <br />-------------------------------- �s � .. .. -oo EB M 43+88.59 <br />» P, ,t <br />BB M 32+50.54 M Line = _ °o <br />Limits of Stage 1 R/W �,, Elev 1 15.31 ' <br />Elev 99.99' Ground Improvement Exist Bridge (Approx). <br />To Modesto_---_ ---- ------ ------ - ao <br />.. R/W <br />�-- Exist Bridge <br />!_ r <br />32+00 33+00 _ 34+00 _- 35+00 36+00 37+00 38+00 39+00 _ 40+00 41 +00 42+00 � <br />_ 43+00 +00 45+00 46+00 <br />_ Crown Line--- McHenry Avenue _ <br />O U \ \ <br />I ,. To Escalan <br />i <br />Temp Shoring _ - <br />i <br />Stoge 1 Construction <br />Tows of slope Const Jt, Typ ° <br />/i <br />Limits of Stage 1 Temp Shoring �, o0 <br />- - - - - - - - -- - � R/W - - - - -- - - - - - Ground Improvement .R/W <br />�i�/ l U \ f, „ f f, <br />' M Line 18'-O" Crown in �5 M Line = 18 -0 <br />Exist Bridge (Approx) � -� Line =- 50 , <br />3,® „ � Exist Bridge (Approx) Crown Llne <br />s Stage 1 Traffic 0 3' 0" <br />30"-7"± (Exist) / Stage 1 Construction Stage 1 Traffic >r Stage 1 Construction <br />2'-8 1 /2"± 33'--9" 1 ,_g„ 30"-7"± (Exist) - 33,-9" <br />Barrier 2'-8 1 /2"f - _ <br />3 -0 12 -0 12 -0 3- 0 Gutter Line--, <br />ine , _, f, , -„ ® Barrier <br />Metal Bicycle Railing 3 -0 _ 12 -0 _ 12 -�J 3 -0 I Gutter Lone-- Metal Bicycle Railing <br />Lane fLane -Coast Jt � ��-� Y 9 - - - � y g <br />Deck drain, RS Lane Lane Deck drain, rBill�' <br />1.8�� -1.8%± -2�_TCone Barrier 811-60 B11-61 -1 .8�± -1 .8%± -2 T Conc Barrier -60 311-61 <br />YP Type 80 i /� <br />Type 80 <br />Exist structure <br />oQ CIP Reinf Conc Slab i �, ° —4" CVIN F/0 <br />to be removed In _ I 4" CVIN F 0 ._ /p <br />Stage 2 <br />Exist / CIP . S Conc Box Girder <br />24 Octagonal Exist structure <br />=- ::�/� il Exist CVIN '-` 48"0 Reinf Conc <br />CVIN F/O <br />See PC/PS Pile to be removed in -F/O See Coast Jt Col, Typ <br />Note 2 Typ Bent 2 thru Stage 2 Note 2 A rox OG = FG <br />--- /� P P <br />Bent 21 only <br />�, /�, IIII IIII IIII IIII I I ���\��\ �_ <br />IIII IIII I l i l IIII I I Approx OG = FG 72 CIDH Pile C <br />I I I i Bent 23 & Bent 24 <br />IIII IIII IIII IIII I ' <br />LW W1. LW_ I �, Imo' --Construct ground improvements I I I 54" CIDH Pile @ <br />not all shown, see Note 3 Bent 22 & 25 <br />TYPICAL SECTION ABUT 1 THRJ BENT 22 - STAGE 1 TYPICAL SECTION BENT 22 THRU 25 - STAGE 1 <br />1 /g„ = 1'-0" <br />"M" Line - 1 8'-0" -Crown Line <br />� Exist Bridge (Approx) <br />2-8 1 /2"� S <br />Type 1 -A ES-7B <br />�� Stage 1 Traffic &' Varies, see "Partial Plan C� Abut 26" Standard A-1 <br />I � _ ,,�.---�- Ex I st � 30 " --� 7 "± Exist 3 - 0 �� <br />S T R U C T I (.1 N SEQUENCE STAGE 1 Exist Bridge AS -BUILT (Exist) Stage 1 Construction <br />i Abut 35 Signal Pole <br />A ResWent En~ - Ma,►klo Rhrere• P.E. <br />Y Structure Reixt co <br />w - OrM Fran, P E. 3 3 ' - 9 " Min to 3 4' - 8 1/2" Max 2'- g f f <br />ointain one traffic lane in each direction on existing bridge. -H Revisions Sy �° Ju_8,Z l 1'-9" Barrierso <br />Lane I Lane Gutter Line Metal Bicycle Railing <br />-otect in place existing CVIN Fiber Optic. �` RS <br />-1 .8%f 1.8%t -2% Conc Barrier <br />)nstruct round improvements. See "GROUND IMPROVEMENT 00 - µ B11-60 B11-61 <br />t <br />9 P I I � / f Type 80 <br />TAILS" sheet for Stage 1 construction limits. I Exist <br />Guard rail Exist structure -Const Jt Signal Pole Support, <br />to be removed in 9 PP <br />)nstruct Stage 1 bridge. <br />Stage 2-___�:.. Exist I 4" CVIN F/0 see Note 5 <br />Y CVIN F/0 N CfP Reinf Conc Slab <br />it Signal Pole S­pport details, see "MISCELLANEOUS DETAILS" sheet. � See Note 2 <br />Approx OG = FG <br />ZStage 1 * Variation of gap <br />Construction between existing <br />bridge and Stage 1 <br />ACTOR SHALL VERIFY ALL CONTROLLING FIELD PARTIAL PLAN C ABUT 26 SLAB SECTION (SPAN 25) - STAGE 1 <br />BEFORE ORDERING OR FABRICATING ANY MATERIAL, Not To Scale 1/8" = 1'-0" <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE P 0 SAN JOAQU I N COUNTY PUBLIC WORKS DRAWING .�.l.N r� <br />o. c <br />HORIZONTAL: DRAWN: H. SULLIVAN 09-29-16 � �. i �° , '�S-107 <br />VERTICAL: ORIN A. BRO : <br />DESIGNED: J. FREKING 09-29-16 v�. c McHENRY <br />t; M O F <br />® t 2 AECOM Technical Services, Inc.: a No. C48859 A� <br />2020 L Street, Suite 300 S-153 <br />--A i I I I I CHECKED: N. CALDERONE 09-29-16 e'. � .�e * Exp. �--3U-i8 * . <br />ZA INCHES Sacramento, CA <br />T916.414.5800 95811 F 916.414.1557 VcHENRY AVE BRIDGE OVER SIANISLAUS RIVER (REPLACE) ,r,�l CIVIL P�\! SHEET 10 20 30 40 50 APPROVED: 0. BROWN 09- 29-16 �'q. �a F OF C►,L\F <br />N <br />— — _ MILLIMETERS ' F o 1 1 1 of 17 6 <br />STAGE 1 PLAN <br />