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Joint Seal Assembij, <br />see Note 5 Bent <br />CIP Slab --\ CIP Box Girder <br />Elastomeric Brg \ I <br />pads, Typ <br />see Note 4 <br /># 11 Tot 12 <br />#8 Tot 4 <br />0 #5 Stirrups <br />(Alt hooks) <br />see Note 6 <br /># 1 1 Tot 12 <br />0 • 0 0 • 0 0 a (ie <br />3/41p <br />fi <br />Fillet, Typ 6'— 0 <br />*Clearance to <br />CN bent Reinf <br />SE("'TION A -A @ BENT 22 <br />1/211 lf—O)l <br />Bent <br />CIP Slab Col CIP Box Girder <br />rB 0 — 5 BO-5 Joint Seal Assembly, <br />Limits of transverse deck Reinf, Typ 5-10 or 5-11 see Note 5 Bent <br />q Bent CIP Box Girder CIP Slab <br />3'— 0 3 Deck Reinf <br />@ <br />#5 12 ------ Const Jt <br />OD <br />CN <br />& <br />0 P a 0 ► a a <br />6 0 0 0 /#5 Dowels x 6'-0", <br />Elastomeric Brg <br />L 0 5) B, <br />5—_1 0 <br />see Note 4 <br />pads, Typ <br />#8 Tot 8------ 4" Fillet, Typ see Note 4 1'-0" Diaphragm <br />bent or lowered Shear Key <br />Reinf maybe <br />0 <br />to clear 11 l' Tot 12 N\T— 1 7 <br />P/S Ducts <br />,d) #111 ITot 12--_�! ,% <br />__���#6 Stirrups �L= <br />#8 Tot 4 #8 Tot 4 C) <br />(Alt hooks ) <br />>1 <br />#14 Tot 10 0 <br />Soffit Reinf #5 Tot 2 <br />#5 Stirrups <br />D- (Alt hooks) <br />0 0 0 0 ilk/ 0 n. * see Note 6'I <br />*Clearance to main Reinf <br />SECTION C-C @ BENT 23 & 24 w 3/4)p 6'— 0 #11 Tot 12 <br />3/41$ 1-019 Fillet, Typ <br />*Clearance to <br />Main Bent Reinf <br />BO-5 BO-5 0 or _11 <br />Limits of transverse deck Reinf, Typ C5-1 0 5 C-1 1 SECTION E-E @ BENT 25 <br />1/2 1 t-01) <br />0 LID <br />#5 1 or Bent— Deck Reinf <br />C Col Bent <br />Const Jt CIP Box Girder COI ro >1 see Note 7 MOWn Av* Cw"ftr kwommo A CIP Slab <br />Dots ACCWAd <br />00 <br />CN (-) I AS -BUILT <br />P <br />Q.Resident En~ - Metrido Rkwo, P.E. <br />00 Structure Remsewd0a - DovW FmncA P.E. <br />W RwWww By <br />Ljr) <br />CD <br />@ 12 - ----\—---—r.. — ` \ <br />#5 <br />4" Fillet, Typ <br />CD Elastomeric Brg <br />pads, Typ #8 Tot # 1 1 17' ':::::'1 Tot 12 #5 Dowels x 6'-0", <br />Reinf maybe Elastomeric Brg see Note 4 <br />CD <br />see Note 4 bent or lowered <br />N_ <br />pads, Typ 1'-0" Diaphragm <br />to clear <br />#6 Stirrups <br />Ln see Note 4 Shear Key <br />V) <br />P/S Ducts see Note 6 <br /># 11 I I Tot 12 ----- <br />E or <br />#1 i Tot 12 <br />40-6p' <br />#8 Tot 4 <br />#8 Tot 4 #8 Tot 4 <br />CD <br />0 <br />CN #5 Stirrups r\ /I /T z <br />CD <br />see Note 6 <br />14 Tot 10 �# <br />Ln <br />----,,,\ <br />*Clearance to Soffit Reinf #5 Tot 2 <br />6 Main Reinf <br />M #5 Stirrups TEI� <br />0,0 0 0 0 (Alt hooks) Itt <br />see Note 6----s-I 1 --w— <br />SECTION D-D @ BENT 23 24 <br />4'-6"� <br />3/4's <br />\\_#11 Tot 12 3/4" = I '-Opt 3/421 <br />Fillet, Typ __,/1 1;t \,,- #11 Tot 12 <br />, Ln *Clearance to NOTES: '1� Fillet, Typ <br />bent. Reinf 1. For Column and CIDH piling details, see "COLUMN & PILING DETAILS NO. 2" sheet. 1`0 <br />A-, <br />Ln <br />11-1 2. For CIP Box Girder reinforcement, see "TYPICAL SECTION -BOX GIRDER -SPANS 22--24" sheet. *Clearance to <br />r_1 <br />Q 6'.- 0 6,-0„bent Reinf <br />< <br />3. For CIP Slab reinforcement, see "SLAB LAYOUT AND SECTION" sheets. <br />4. For Elastomeric Bearing pads and Diaphragm Shear Key Dowels, see "BENT DETAILS NO. 3" sheet. LEGEND: <br />T­ SECTION B-B @ BENT 22 SECTION F-F @ BENT 25 <br />0 <br />M 1 1/291 = 1'-0" 5. For Joint Seal Assembly, see "JOINT SEAL ASSEMBLY" sheet. Indicates Expanded 1/211 - 1p-O" <br />cc <br />C14 \\\\ Polystrene <br />CN THNOETECONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD : <br />rl- 6. Stirrups to be placed perpendicular to and spaced along of bent. <br />® �,//� Indicates Blockout for Joint Seal Assembly <br />DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. <br />7. For limits, see Detail 1 on "BENT DETIALS No. 2" sheet. <br />SURVEY REVISION DESCRIPTION BY DATE SCALE PREPARED BY DATE <br />SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING <br />0 DATUM: <br />HORIZONTAL: H. SULLIVAN 09-29-16 S-125 <br />DRAWN: ��0� <br />41t - <br />VERTICAL: ORIN BROW <br />J. FREKING 09-29-16 0 F <br />0- 0 DESIGNED: <br />AECOM Technical Services, Inc. McHENRY AVE CORRIDOR IMPROVEMENTS No C48859 <br />0 0 2 Cr <br />0 <br />-7) D CHECKED: K. LEE 09-29-1 6 2020 L Street, Suite 300 EXP. 09-30-18 S-153 <br />INCHES Sacramento, CA 95811 <br />T 916.414.5800 F 916.414.1557 VcHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) CIVIL SHEET <br />0 10 20 30 40 50 APPROVED: 0. BROWN 09-29-16 OF- <br />V) I". .. F. 6. <br />,,-- 01 FILE No. 41 R 129oF-176 <br />ri - 0 MILLIMETERS BEN -IF DETAILS NO. 1 <br />