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ww LoL­--­,,, <br />TOTAL PROJECT N <br />POST MILES SHEET TOTAL <br />t � DIST COUNTY ROUTE C p SHEETS <br />� pbut <br />r piles <br />Abut. 1 <br />� pile 6, _ 6,i I <br />Edge of 31-0" a REGISTERED CIVIL EN R <br />BO_ 1 � I'1 Deck <br />1 A <br />} _6�� 1�_6�� 1 1i <br />1-5 i Abut. Details — 2 s- <br />1 � <br />t Sheet 2 i fi -0 M PLANS APPROVAL DATE <br />1 � <br />i B ' <br />1 i Slab reinf. i 5 �� 6 <br />(Transverse) i <br />------------------- --T— -( — 1 } 1 t A *4 cont <br />DO <br />B __-_--!----� ___-- _-- _ i center over girder <br />'Q- �— — — — • 1 ` _ �t-------r�� i See "Plan at Girder Bearing Seat" <br />2" Cl ;, on Abutment Details Sheet 2 <br />C 1 <br />*9 X 5'_0" in 7> (Typ.i <br />T 1 } } <br />11/2" Dia. hole � - — i _I — — — *6 cunt tot 8 <br />! v 1 } ! 1 .._ <br />' i ► I <br />!t ! tl ! t a *4 cont @ 18 i I I I <br />7 @ 12 (Typ.)except <br />I <br />*4 between I I I I * o <br />c� , ---- t------------- -- - girders @ 18 ; I I 7 girder <br />0) ! } ! } Brg. pad- see Bearing i <br />_0 ! } 1 } d- I I I See "Plan at Girder Bearing Seat" <br />1 , Pad Detail below . i <br />m .-� } i } i I I on Abutment Details Sheet 2 for <br />------- ------ r—_------- — !--,---==_------- ------ I I added *4 / (top layer only). <br />-�----- t 1 1 1 Const. Jt. - —y <br />i <br />NA N � � <br />, <br />t t - <br />i 1 } t 'r BO- 3 <br />O c <br />g° 5-*4 <br />i---------- — "o N =�--�- 3-1 <br />_' *4 12 5 *9 @ 9 4 <br />re)! }} i 11 4" 4 *6 13 l _ .top and bot' <br />�'`� <br />t Y <br />o _ — <br />' 1 <br />CIDH Pile reinf. <br />,1 <br />O i <br />—1— —r -1 <br />WW L0L , 1 1 <br />-------------� } 4" * - <br />�--------- — — — — — — } i 1/ t � --�1 � 5 *6 0 9 ! � (Typ.) <br />y I <br />A <br />1 Ede of Deck 24" CIDH Pile (Typ.) —�' <br />g 5 `- 6" <br />B Abut. Details BO-1 <br />cD Sheet 2 1-5 <br />v <br />E <br />Elev.A Elev.B <br />1 � <br />Constr. jt. <br />61_011 BO-3 (Typ.) <br />3-1 <br />I <br />NOTE: Abutment 1 as shown <br />Abutment 4 opposite hand <br />24" CIDH Pile � <br />(Typ.) <br />S <br />s <br />PLAN <br />SCALE = 1/4" - 1'-0" <br />ELEVATION A —A <br />SCALE : I/4" 1'-0" <br />NOTE: Abutment 1 as shown <br />Abutment 4 opposite hand <br />Elev. C Elev. D <br />I <br />*4 between girders NS <br />*4 cont FS / <br />*9 x 51_011 <br />1 <br />*4 it <br />���-- *6 cunt <br />*7 <br />""'k <br />l_ <br />w <br />*7 ° (Typ.) <br />U <br />(Typ.) <br />o 0( Approx. Fin. Gr. <br />6'-0" EIev. E <br />ELEVATIONS <br />ABUT.1 ABUT.4 <br />ELEV. <br />A <br />252.45 <br />245.83 <br />ELEV. <br />B <br />252.33 <br />245.80 <br />ELEV. <br />C <br />252.20 <br />245.58 <br />ELEV. <br />D <br />252.08 <br />245.46 <br />ELEV. <br />E <br />249.4 <br />238.8 <br />Elev. at bottom <br />of brg. pad. <br />No M <br />14'-0" <br />SECTION B—B <br />SCALE: f2" - T-0" <br />--------- Abut. <br />11"x17"xI�2" <br />elastomeric brg. pad <br />I/2" Expanded <br />Polystyrene <br />1" chamfer (2 sides to bottom of <br />girder <br />and bottom) <br />Note: Omitted by contractor. � <br />BEARING PAD DETAIL <br />SCALE: 1" - 1'-0" <br />O ? ESSI <br />T.C. Jee m <br />* No. 15910 <br />,p� EXP, 6/30/93 <br />yT CIVIL <br />F QF. A``FO <br />NOTE: <br />The Contractor shall verify all controlling <br />field dimensions before ordering or <br />fabricating any materials. <br />See "Abutment Details Sheet 2" <br />for wingwall details. <br />STATE NO. 29C-083L <br />.L 1 93 As Built M.Y. T.J. <br />RV5D DATE DESCMMM Br APPD <br />CORPORATION <br />WALNUT CREEK, CALIFORNIA <br />PATTERSON PASS RD. BRIDGE 2 <br />ABUTMENT DETAILS SHEET 1 <br />SCALE As Noted SUBWT DATE 7 - 2 5 - 91 <br />DESIGNED T . J , DRAWING NO. <br />DRAWN R.A. APPROVED 134-5 <br />CHECKED T.D, <br />