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Edge of Deck <br />Hand rope <br />(Bent 3 only - Aqueduct side) <br />,0--- q Bridge <br />I Control Line Left <br />! 1 See "Detail A11 <br />1 <br />it I <br />------- - <br />1 i t IT i t 1 l i l l i l <br />lil lil it lil 1!I o <br />111 lil lil 1!1 1 <br />--- ---- -_J 1 1 <br />Bents <br />- ---- - - - - - - - - - ----- <br />'------i--- -j' r 'I -- -1• I '1 ' <br />i 1 I <br />! 1 1 1 1 1 1 -------------r ! 1 <br />Edge of Deck <br />!il lil i lil lil <br />lil lil lil lil <br />l �' I _� i t I l i l 1 ►' I n <br />Elev. <br />251.07(Bent 2) )K <br />Elev. <br />251.20 <br />(Bent <br />2) <br />Elev. <br />246.36 (Bent 3) X <br />Elev. <br />246.49 <br />1 <br />i <br />(Bent <br />3)x <br />i <br />i <br />See Detail E-E i <br />i <br />i <br />FG 249.17 ►� <br />(Bent 2) 1 <br />FG 244.46 i <br />(Bent 3) 1 \ / <br />.cam <br />X Elev. @ bottom of <br />bearing pad <br />Note: Bent 2 as shown <br />1 Bent 3 similar <br />PLAN <br />SCALE' 1/4" = 1'-0" <br />D <br />Elev. 251.32 (Bent 2)X <br />Elev 246.61 (Bent 3) ^ <br />I <br />Bridge *4 @ 1� <br />I <br />I I <br />I i <br />ELEVATION <br />SCALE: 1/4" = 1'-011 <br />Elev. 251.44 (Bent 2) <br />Elev. 246.73 (Bent 3) x <br />1 / <br />I / 1 <br />i� <br />,i <br />�- See "Detail B' <br />� Yl— OG Bent 3 <br />— —1— <br />► <br />= OG Bent 2 <br />I <br />36" dia CIDH <br />pile (Typ) <br />D <br />1 -- <br />i?2'-�', <br />Bridge Control Line Left <br />�i <br />1 <br />33'-41/211 <br />i It <br />3'-8%,1 8'-7Y4" 41-37/811 41-37/81 8'-7%4" 3'-85/8�� <br />-do ►-;..Q �La �� r �•a ►-4•i r- <br />0 I Pile Spacing i i i Pile Spacing i <br />N <br />A r i i i i <br />I G <br />Bents <br />CD <br />-------J-- --�--------------- ------`------ —--------- --1 —---------- --• <br />v i <br />i <br />0 o <br />N 10 30 Skew <br />FOOTING PLAN <br />SCALE: 1/4" = 1'-0" <br />07 <br />�41 <br />Field bend *5 dowels <br />to conform as shown. <br />Note: <br />Slab reinforcement <br />not shown for clarity. <br />C <br />71-611 <br />4 #9 —� <br />@ equal spa <br />v <br />DIST COUNTY ROUTE TO PROJECT NO POST <br />MILES SHEET <br />TOTAL <br />Girder SHEETS <br />' (Interior) <br />l <br />i 81_6„ TYp <br />I <br />I <br />' *8 <br />it dowels @ e <br />quo/ Spa <br />I � <br />2,r c1r <br />Lf @ fyp <br />DETAIL A <br />SCALE %2" = T-0" <br />Girder <br />i 'V-- <br />i <br />i <br />i <br />i <br />v 1 <br />N <br />11 <br />: <br />ti <br />DETAIL B <br />SCALE 1/211 = 1'-011 <br />%2" expanded BO-13 <br />polystyrene 13-2 <br />C <br />0 <br />I <br />r- <br />Bent 2 --�i <br />91., g <br />i <br />. . . . a . s ! . . • . - - <br />0 <br />_ -- *4 <br />o i <br />I I *4 <br />< I � I � <br />3 - *5 x 6'-0" <br />0- I i I thru 1 1/2" dia hole <br />-0 I i <br />L <br />j*8 x 6'-0" dowels <br />1811 _ <br />0 <br />*6 <br />tot 6 <br />Girder <br />(Exterior) <br />1 <br />I <br />i A <br />REGISTERED CIVIL E GINEER <br />PLANS APPROVAL DATE <br />Cast in 1" dia x 8" long hex <br />hd bolts with 1" dia x 3" long <br />threaded (8NC) couplings. <br />*8 x 3'-0" with threaded <br />(8NC) end or 1" dia x 3'-0" <br />threaded pigtail anchor. <br />Girder <br />(Exterior) <br />I <br />Bent <br />— _ 7- <br />1" Expanded <br />polystyrene <br />rBO13 <br />13-1 <br />% galy. threaded <br />forged steel eye bolt <br />and cast in threaded <br />gale. steel insert. -� <br />epoxy coated Protect wire rope with <br />tot 8 per bay 1/2" dia. x 1'-6" rubber hos <br />*6 tot 5 (equal embedment) Fasten with 2 stainless st <br /><> I I hose clamps @ each end. <br />o -----{'� 3" chamfer <br />oC: 611� <br />N _ <br />r tYP E <br />0 A Pile <br />' bars 11-61, 11_L`C111 <br />N . . * 5 @ 9 <br />*6 tot 5 <br />1 �0 C.? <br />2 I *4 cant tot 4 <br />clr typ <br />2'-011 2'-011 6'-6"± top of conc <br />canal lining <br />SECTION D-D <br />SCALE = 1/2" 1'-0" <br />f <br />i <br />i If <br />I r 1 <br />�o QROFESS/ONE` <br />:r T.C. Jee M <br />* NO. 15910 <br />EXP.6/30/93 <br />CIVIL <br />F OF CP`�FO <br />-0 <br />*6 x 2'-8" <br />A <br />. r <br />I � <br />1 ! 1711 x 29" x 1" <br />I 1 ,�L steel reinforced <br />! elastomeric <br />i bearing pad <br />VIEW C-C <br />SCALE I/2" = 1'-0" <br />I/2" galy. iron const. hand rope <br />(6 x 42 fiber core) 4500 lbs. <br />min. breaking strength with galv. <br />cast steel combination wire rope <br />clamp - thimble at each end. <br />Tension as designated <br />by the Engineer. <br />I,-- �- Exterior <br />Girder <br />,I <br />I <br />i <br />i <br />DETAIL E-E <br />NO SCALE <br />STATE NO. 29C-083L <br />'%2 A5 I�vl of MAX T J. <br />RVSD DATE BY APPO <br />1 S I TION . . <br />Sverdrup <br />CORPORATION <br />" WALNUT CREEK, CALIFORNIA <br />PATTERSON PASS RD., BRIDGE 2 <br />BENTS DETAILS <br />SCALE As Noted SUBMITTED DATE 8 -1- 91 <br />__- <br />DESIGNED T . J , � DRAWING NO. <br />DRAWN W.W. APPROVED <br />134-7 <br />CHECKED T . D . <br />