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Ln Cb 0 I w 0 CN 0 CV a CJ 3 CN 3'-1 1 1/4 #1 3'-1 1 1 /2" 4'-3 1 /4" #5 Dowel Spacing @12 3'-8" 9 Spaces / 9 Spaces 4'-1" 9 Spaces I 6 Spaces 4'-0" 7 Spaces 4'-2" 7 Spaces ' 6 Spaces 4'-0" © 12 �► --a�I►-•.i !►•i �►-� 1►-•'s ►-s �-•��L �I►-��f i^-� �-i E ® 12 @ 12 © 12 @ 12 @ 12 © 12 ® 12 a Y 9 ,. I s - --- "M" Line ° :- o a) Const Jt 1" Expanded o Polystyrene �o � Shear Key & Dowels Y Bent = IIIIIIilllllllflfllllll►IIIIIIIII I I I I I IA I I I I I I I I I I I I I I I I I I I I I I I I FTT 1 -1- 1 -1 1 1 1 1 1 1 1111 IIIIIIIXIIIIII I I 1 1- 1.771 1 111 F r411111IllllllllllllllllllllllllllllllllLllllli_Illll�y — I Col -° � Brg Pad - �� ------ Elastomeric Brg Pad Bent Ca 0 r 16 x 16 x 4 Tot 8, P see Note 3 NOTES: Typ © Girder 1. For 24 „Octagonal PC/PS Piling details, see 12'-6" 10'-3 1 /2" 13'-1 to9'-10" 1 1'-2" 1 V-2" 10'-7" "COLUMN & PILING DETAILS NO. 1 tosheet. � Brg Pad Spacing--..--� � � �..•._.� ,..-.� ....� �.-..� �- 2. For 48"0 Concrete Columns, see "COLUMN & 2'-9 1 /2" PLAN @ BENT 2 5 Note: Columns not PILING DETAILS NO. 2" sheet. 1 /4 of= t-oll shown for clarity, „ see Note 2 3. For Bent reinforcement, see BENT 4 & 13 LAYOUT", "BENT 22 LAYOUT" & "BENT 25 10'-10" 8'1 ill 2-5 ,„ 1 1,-„ 8-6„ g-8„ 4,, 9,-8„ 90-2„ � Brg Pad Spacing - ,....� -� _-_ >_ LAYOUT sheets. Elastomeric 4. For "a" dimensions, see "JOINT SEAL Brg Pad ASSEMBLY" sheet. LXj 16 x 16 x 4, 5. For bearing pad and level surface details, see Tot 8© Girder I I I I I I I I I I I I I „ „ --------------�---------- --J ------------J �----------J L-----------I ►-----------i---------- I = GIRDER DETAILS NO. 1 sheet. rn Brg Pad - Bent = \ \ /�\ \ \\ / _° o Col \/ \/ �\ \� �� / \=� �� , co Brg Pad � � � _ � � � � � _ � � _ oa LEGEND Indicates Expanded Polystyrene Elastomeric Brg Pad Bent Cap Const Jt X (same thickness as bearing pad) 10 x 10 x 3, Tot 14 see Note 3 © Slab Indicates 1 to Expanded Polystyrene 3 spaces @ 5'-6" 2'-6" ' " 2 spaces @ 5'-6" ' " ' '9 5 spaces © 5'-3" � Brg Pad Spacing ►...� P 3 -0 P 5 -6 5 -3 P �..� _� NO CHANGES Indicates Level Surface for Bearing and C rene Expanded Polystyrene same P Y Y -- Brg Pad, Typ Line PLAN @ BENT 2 Note: Columns not �e A thickness as bearing pad) shown for clarity, D°°'"=WW 1 /4" = 1'-0" see Note 2 AS -BUILT �. Brg Pad, Typ "M " Li n e Re Enp�wer �. Rye P E. 6" 5'-0" 5'-6" 6'-0" 5'-6" � Brg Pad Spacing —�--� •---� �--� � I-� I -.-L-� g" Min, Typ Bent = -° Piles / Brg Pad - - - o I 7 spaces @ 6'-0" = 42'-0" Elastomeric Brg Pad 10 x 10 x 3 Tot 14 A Bent Cap I Const Jt_j see Note 3 Depressed Shear 15-1 1 /2" 26'-3" 001 Key Spacing NOTE: o THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDLRING OR FABRICATING ANY MATERIAL. i SURVEY REVISION DESCRIPTION o DATUM: U �_ c- c Cv- v v. W o' FILE No. J 2'-41/2"J PLAN C BENT 4 & 13 1/4„ - 1'-0" V-7" 51_6„ ..-5,-0" >_ Brg Pad A0 10 1 2" O `° Typ Note: Bent 13 Depressed shown. Bent 4 Shear Key 17'-6" >! similar. DEPRESSED SHEAR KEY Note: Octagonal Piles not shown for clarity, SECTION A — A see Note 1 3/4" = 1'-0" Shucwm RWemu ve - DwM Franco, P.E. Rwelone By p, r" A: 'to June 8. 2021 BY DATE SCALE PREPARED BY DATE Q. P.I. N SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING HORIZONTAL: H. SULLIVAN 09-29-16 .� `�'� 5-127 VERTICAL: DRAWN: J. FREKING 09-29-16 _ y: : c McHENRY SIN 1 O F 0 1 2 DESIGNED: AECOM Technical Services, Inc.,ll j: a No. C4ee59 A I I INCHES ( K. LEE CHECKED: 09-29-15 2020 L Street, Suite 300 �. Sacramento, CA95811 McHENRY AVE BRIDGE OVER STANISLAUS RIVER (REPLACE) Exp. I9-30-18. * j CIVIL s,r S-153 0 10 20 30 40 50 0. BROWN APPROVED: 09-29-16 T 916.414.5800 F 916.414.1557 �, , 9• f O\Eo�� SHEET I I I I — - MIWME4RS I .. .. • N F R BENT DETAILS NO. 3 131 op-1 7 6