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I <br />F typ I'� Roadway <br />13'-1 1 "f <br />B tyP <br />I <br />I <br />Exist I G <br />' W36x 150 typ <br />J `_ __ _ <br />typ <br />E A � A E <br />- \ <br />-- <br />� I <br />� Bearing � ----Exist 74x31 <br />Y braces <br />I *-��G <br />I <br />4 <br />I <br />F <br />I <br />i Exist concrete flat <br />slab span, typ <br />-Pier <br />Y <br />I <br />1 '-6"f 2,-0"f 13'-10"f _ 13,-10"± <br />(Z Exist truss <br />typ <br />�B typ <br />Roadway <br />13'-11"f <br />-I <br />V V <br />I <br />Exist concrete flat <br />slab span, typ ' ' G Exist <br />W36x150 <br />\ I / <br />- Y <br />-Pier <br />E AA I \ I <br />\ �I <br />� Bearing <br />Exist 7r4x32 I <br />braces`, / <br />B <br />G I <br />F I <br />1 '-6"f 2'-0"f 13'-10"f 13'-10"± 2'-0"f 1 6 <br />a <br />Exist truss C Exist truss <br />f'LHIV I v I PLAN <br />0 typ 0 typ <br />Roadway Roadway7 <br />, <br />typ 77t <br />Curtain wall, <br />H , yP <br />° <br />H H H <br />\ 144:1f 144.1f \ typical \ \ <br />Io 0 0 0 0 0 0 o I <br />\ ° o <br />° <br />°typ <br />C C I e1 Exist bearings to C ,o G I \ <br />typ �r __ __ __ __ __ __ L„be removed, see ; -- __ __ __ __ -- T ° <br />u 11 note 5, t !�\ <br />\ yP I\\ <br />u I I U► I I I I \New Catcher Block I <br />2,_9» - _ _ _ _ _ _ _ _ - - _ _ - - _ _ - - 2 _g" , � -Exist concrete _ <br />IIIII III ' I I �bent, typ Temporary support, see <br />-III-111=111-III- New Catcher Block (I P y PP � I —I � I —III —I � I—� I I I <br />f � , Construction Sequence on <br />D <br />I"Bearing Details No. 1 " Tempo ~ary support, see , <br />' 'Construction Sequence' on ' I ` B sheet and note 6. I <br />q _ __ <br />I I Existin rode <br />Bearing Details No. 1 ( g g ' ' <br />sheet and note 6. <br />Lj <br />Ll <br />ELEVATION <br />BENT 31 <br />4 <br />0 <br />ADE BOWALE AK/NSANYA AA <br />DESIGN OVERSIGHT -127) <br />m <br />a SIGN OFF DATE <br />ono <br />2,-0"f l'-6"f <br />y 1- <br />--C Exist truss <br />de <br />Dili iIi �I� <br />I �I� <br />I <br />I II I11111111111111 � 111I <br />__1 -4 P-1 <br />�III11 I III�Illllillllil <br />4111_--[�q--�_ _ <br />Exist timber piles <br />IIII <br />II <br />�J <br />r-1 CI1ATlnAl <br />DIST. COUNTY ROUTE POST MILES <br />TOTAL PROJECT <br />10 Si <br />i <br />SHEET TOTAL <br />NO. SHEETS <br />REGISTERED STRUCTURAL ENGINEER 90ESSIpNq� <br />M. HARMS <br />No. SE2639 <br />PLANS APPROVAL DATE Exp12/31/96 <br />RUTH AND GOING, INC. LP STRUCTURAL tiQ <br />1630 ZANKER ROAD 9lF OF CAti���� <br />SAN JOSE, CALIFORNIA. 951.1.2... <br />MARK THOMAS AND COMPANY, INC. <br />90 ARCHER STREET <br />SAN JOSE, CALIFORNIA 95112 <br />NOTES <br />1. The Contractor shall verify all <br />controlling field dimensions prior to <br />ordering or fabricating any material. <br />2. For 'Section A -A' and 'Section B-B' <br />see "Bearing Details No. 1" sheet. <br />J. For 'Section C-C' and 'Section D-D' <br />see "Bearing Details No.2" sheet. <br />4. For 'Sections E-E, F-F, G-G and H-H' <br />see "Bearing Details No.3" sheet. <br />5. For temporary construction and <br />'Construction Sequence', see "Bearing <br />Details No. 1" and "Bearing Details <br />No.2" sheets. <br />6. The Contractor shall be responsible for <br />designing and furnishing temporary <br />supports and laterally stablizing the <br />superstructure during construction. <br />\\Existing concrete to be removed. Exist. <br />reinforcement to remain in place. <br />GENERAL NOTES <br />LOAD FACTOR DESIGN <br />DESIGN: BRIDGE DESIGN SPECIFICATIONS <br />(1983 AASHTO with interims and <br />Revisions by CALTRANS) <br />SEISMIC LOADING: Peak Rock Acceleration = 0.2g <br />Depth of Alluvium = 80- 750 ft <br />REINFORCED CONCRETE. • NEW CONSTRUCTION <br />fy = 60, 000 psi <br />f c = 3,250 psi <br />RECORDDRAWINGn = 9 <br />Corrections By .._ <br />NoChanges By EXISTING CONSTRUCTION <br />(Assumed for retrofit evaluation) <br />My Person Using This Drawing Should Verify <br />r ,e 9 inspp0ng The it Of Wog fy = 44, 000 psi <br />f = 5,500 psi <br />n = 7 <br />STRUCTURAL STEEL: NEW CONSTRUCTION <br />fy = 36, 000 psi <br />EXISTING CONSTRUCTION <br />(Assumed for retrofit evaluation) <br />fy = 36, 000 psi <br />Indicates New Construction <br />BENT 32 <br />—Indicates Existing Structure <br />1 <br />EARTHQUAKE RETROFIT PROJECT NO. 3 7C <br />DESIGN <br />BY H. Mistry CHECKED M Harms <br />P REPARED <br />F O R T H E <br />BRIDGE N0. <br />M. HARMS <br />29C-37 MOKEL UMNE RIVER BRIDGE A T PEL TIER ROAD <br />DETAILS <br />BY CHECKED <br />( H. Mistry M. Harms <br />STATE <br />OF <br />CALIFORNIA PROJECT ENGINEER <br />QUANTITIES <br />E BY H. Mistry CHECKED M. Harms <br />DEPARTMENT OF <br />TRANSPORTATION <br />POST MILE <br />BENT 3 % CSC 32 LA YOU T <br />ORIGINAL SCALE IN INCHES .. <br />.. <br />2 3 C <br />... <br />DISREGARDBEARING N DATES P ELI RY PRINTS .. AGE ... ,LY ... .HEE � . �F <br />( R MINA ST ON ) S T <br />4..93' <br />FOR REDUCED PLANS <br />0 <br />l� E C037 <br />E Q <br />EARLIER R DATES <br />2RE94S10 <br />" // I// <br />12/22/9413/31/941 <br />1 <br />1 <br />1 <br />1 <br />1 <br />3 <br />1 g <br />