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r <br />DIST. COUNTY ROUTE ..., MILESAL <br />PROJECT <br />. SHEET <br />SHEETS OTAL <br />Ex st. Truss -�-) <br />I � Bearing --- � tit � F.P., typ at all 1 o sJ <br />�\ cut reinf. bars <br />Masonry IT2x 31x3'-2" Port cylinder, 4 "�x8" long A307 M.B. I Y <br />with two 12 dia holes see note 2. with two oversize washers, �15 ties at <br />hand tighten, total 2 1/ REGISTERED STRUCTURAL ENGINEER eR4FESSIpNq� <br />1 g 6 6 / Xyp ® do wels� M. HARMS <br />12x IOx3 -5 curb, total 2 i \ � ?� <br />No SE2639 <br />12 39 96 <br />o e x 4x '- 4 <br />with two 12 "dia holes � � � EXP' � � <br />- PLANS APPROVAL DATE , ®,. , _ <br />Curb beyond RUT AND GOING, INC. Jfq STRUCTURAL tiQ' <br />cV 1630 ZANKER ROAD l`� OF CA����� <br />CALIFORNIA 95112 <br />r N MARK THOMAS AND COMPANY, INC. <br />90 ARCHER STREET <br /><> I �- <> SAN JOSE, CALIFORNIA 95112 <br />j w <br />,,K,0x5" long welded - `y ' .. ... ., .. , , .... .. , ........ , . . <br />headed studs, total � CP � �t � � ` <br />Exist. deck slab <br />9„ 9„ <br />NOTES <br />1 '-52 22 "x 20"x2O" steel i �� 1. The Contractor shall verify all <br />�- reinforced bearing pad I I I controlling field dimensions prior to <br />2'-7" (elastomeric only) with - - , , , e - _ <br />_ - - _ � ordering or fabricating any material. <br />two 3" dia. holes. R <br />SECTION X-X <br />Exist. Truss -� <br />I <br />1 '-0" 1 '-0" ® sole plate <br />7 /@ Bearin Pad 7 0" loll <br />g I <br />?Ox5" long Sole plate <br />welded head studs, 8o <br />total QL <br />�O 5„ 5" <br />I I <br />VI I-----r ---- <br />I � I <br />O w <br />9 <br />Bearin -- � CL <br />X �___-4E)­— -- X <br />o o o <br />O <br />O-E) <br />N — — — — <br />O) � <br />I <br />1 <br />/ I holes CO <br />O <br />Part -cylinder, <br />see note 2. <br />r r <br />I I <br />5 7„ 5 7„ Stiff �4 x 4 is <br />16 16 <br />_ _ > 7 108 <br />10?„ <br />8 <br />F.P` 1» , 1» � 1x2' l21 -4 1 -12�2x3-52 <br />PLAN <br />Masonry plate <br />DETAIL A <br />12" <br />0 <br />#5 , ( do wels <br />welded to W36 at <br />6" max., staggered <br />Typ ® slab and <br />curb, total 5 --� <br />I <br />2" <br />typ <br />Exist. reinf, typ <br />�- Remove concrete around <br />rebar for welding, typ <br />Weld new rebar (size to match <br />I existing) to existing, typ at top <br />and bottom, longitudinal and <br />transverse reinf. in slab and curb. <br />I <br />,--- Exis t. WJ6x l 50 <br />DETAIL B <br />J111= 1,-o" <br />2. Part -cylindrical section shall be <br />fabricated to tightly fit in the existing <br />circular notch at the existing pin. <br />J. All concrete at slabs and curbs to be <br />classified as "Structural Concrete, Bridge". <br />Indicates New Construction <br />Indicates Existing Structure <br />RECORD , 1) Rc) <br />1 <br />c(Wrections BY <br />NoChaDgesBy <br />DateMUM VO"fy <br />_� <br />,'` Ilv person usThis Dra�ring <br />Th s <br />�, ► lnjn rnation BY Inspecting ��e <br />, <br />EARTHQUAKE RETROFIT PROJECT NO. 37C <br />DESIGN BY. H. Mistry .. .., . CHECKED M. Harms..... ,. ......, .PREPARED F .O R T. H .E.. BRIDGE No. <br />ADE BOWALE AK/NSANYA o M. HARMS MOKEL UMNE RIVER BRIDGE AT PEL TIER ROAD � DESIGN OVERSIGHT DETAILS BY CHECKED 29C-37 <br />H. Mistry M. Harms STATE OF CALIFORNIA PROJECT ENGINEER <br />1 POST MILE <br />SIGN OFF DATE QUANTITIES �Y H. Mistry CHECKED M. Harms DEPARTMENT OF TRANSPORTATION BEARING DETAILS NO. 4 <br />Z �, ORIGINAL SCALE IN INCHES I I I I I CU �� DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 0 F <br />o `�' 0 0 1 2 3EA EQCO,37 EARLIER REVISION DATES 1 4 I <br />211194�2122194 3131194 <br />FOR REDUCED PLANS /3 7 <br />- --- - - - - - - <br />