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44p -9 12 1 2 4'- 0 " 46'-11 3/4" Max to 44'-9" Min 24'-0" <br />Stage 2 Construction 2'-0, Stage 2 Traffic Stage 2 Construction 2'--0" Stage 2 'Traffic <br />M" Line—, Crown Line--,, 8 p arrier <br />6 _0It M " Line Crown Line Barrier <br />" 12 __0 12'-0" <br />Lane Lane Barrier 18'-0" 6'-O)l 12p-011 12'-0" 1'-9" <br />Metal X.- <br />6'- 9 Metal <br />_-K A- i 3'__0" __�!6 9 Lane Lane Barrier <br />Bicycle Railing SW Gutter Line Closure Pour Temporary Bicycle Railing SW -Gutter Line 1 3 _0" <br />Closure Pour <br />oz— Deck Drain, K-Rail Temporary <br />t-64 MB11-63 BIPP62 <br />/�-Pc J� Deck Drain, <br />B11-64 811- 3 Bil 6 Conc Barrier -2% -2% RSP -2% -20/0 K-Rail <br />-64 B1 -63 B1 -62 -ier <br />B11 1 Conc Barr PG <br />Ty p 1 Typ <br />Ty p e 8 0 S W Type 80SW <br />CIP Reinf 00 Const 4" CVIN F/0 <br />Conc Slab it 4'p CIP PS Conc <br />E CVIN N F/0 Box Girder��� '17--const it <br />0- CD <br />C1_j 24" Octagonal <br />6� PC/PS Pile 48"0 Reinf L0 <br />C) <br />@ Bent 2 t h r u -Approx Conc Col, Ty p Approx OG FG <br />0 <br />CN Beni: 2' N only OG = FG <br />6 72"0 C I D H Pile @ F-1 — — 1-1 F I I I F L_ 17-1 — — L, <br />P11) Construct ground Bent 23 & Bent 24 <br />0- improvements IjAi 1114 illou <br />(0 54'0 CIDH Pile @ <br />II <br />In not all shown/, <br />6 see Note 4 Bent 22 & Bent 25---"*' <br />E <br />Mcf-4rify A" Comidor WpWoveippant Pit TYPICAL. SECTION BENT 22 THRU 25 STAGE 2 <br />TYPICA11 SECTION ABUT 1 THRU BENT 22 STAGE 2 Date Accepted <br />Cn — 1/89Y <br />31/8" — 1 1-0?p AS -BUILT <br />-0 Restdont Enpmw - Maufto Rivera, P.E. <br />06 Structure Repreawt0vo - David Franco, P E. <br />CD <br />Rev.W. By 0 -F F"(' une 8, 2021 <br />��UN�)IIKUUIIUN SEQUENCESTAGE 2- 111 04'-4 7/8" Max to 80'-8 3/4" Min <br />1 Relocate existing CVIN F/0 to right overhang of Stage 1 bridge. See "Road 69'-8 3/8" Max to 46'-11 3/4" Min 0 <br />M Plans" for CVIN F/0 details. 2'- 0 24 <br />Stage 2 Construction Barrier <br />Stage 2 Traffic Type -A �ES 7 <br />Signal Pole M" Line----, Crown Line--,,, Standard AO-21 <br />2. Transfer traffic to new structure. 6'- 0 12- 0 12'-0" <br />18'-0" <br />j- and Lane Lane <br />Metal Signal Pole <br />3. Remove existing bridge, see "LIMITS OF REMOVAL" sheet. --96'-- 9 Varies <br />Bicycle Railing z 2'- 9 <br />S W Temporary <br />U ,,,--Gutter Line Closure Pour 1'-9"___ <br />- <br />:D K-Rail <br />L 4. lk"onstruct ground improvements. See "GROUND IMPROVEMENT DETAILS" sheet for Barrier <br />-4.- RSP Deck Drain, PIS --2% -2% Ln I Stage 2 construction limits. B11-64 B11-63 B11-6 Conc Barrier Typ <br />Type 80SW <br />a LA:i�t7r I Signal Pole <br />5. Construct Stage 2 bridge. <br />Signal Pole Const it Support, <br />s -q- <br />C_ Support, see/ CIP Reinf see Note 7 <br />6. Construct closure pour, see Falsework Release Notes on 'SLAB REINFORCEMENT <br />Note 7 Conc Slab 4" CVIN F/0 <br />DETAILS No. 1" and "GIRDER LAYOUT -SPANS 22-24" Sheets. <br />00 <br />0_4 7. For Signal Pole Support details, see "MISCELLANEOUS DETAILS" sheet. <br />NOTE: SLAB SECTION (SPAN 25) STAGE 2 <br />oTHE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD 1/8" = 1'-0)t <br />C:) DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE <br />SAN JOAQUIN COUNTY PUBLICNo WORKS <br />0 DATUM: 0 F <br />HORIZONTAL: H. SULLIVAN 09-29-16 �c0m <br />DRAWN: sw, <br />Irv. <br />VERTICAL: <br />0- <br />Z3 J. FREKING 09-29-16 ORIN A. BROYM <br />DESIGNED: <br />McHENRY AVE CORRIDOR IMPROVEMENTS <br />0 0 1 2 AECOM Technical Services, Inc. 7 No. C4W59 <br />0 <br />Z . 09-30-18 —A I CHECKED: N. CALDERONE 09--29-16 2020 L Street, Suite 300 Exp <br />(n INCHES Sacramento, CA 95811 STANISLAUS RIVER (REPLACE) <br />A McHENRY AVE BRIDGE OVER CIVILir <br />0 0 10 20 30 40 50 APPROVED: 0. BROWN 09-29-16 T 916.414.5800 F 916.414.1557 It- OF Ch0i <br />U0 <br />q, FILE No. STAGE 2 PLAN <br />0 MILLIMETERS <br />DRAWING <br />S-108 <br />OF <br />S­153 <br />SHEET <br />112or176 <br />