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Exist filler plate <br />Exis t. pin �2 f <br />I <br />I <br />(� Exist truss <br />Exist. pin /Z2.f <br />`Face of exist backwall <br />Existing L4x32x16 on <br />1 each side of existing web. <br />i _ _ _ _ i Bottom flange of <br />n <br />exist. W36x 150 Temporary support <br />I <br />under exist W36 <br />Q II II <br />I pp <br />r----- ---� Stiff `L4 <br />I II i i <br />,�- Bearing <br />1 \ ++++ <br />V) <br />�2, see 'Section B-B' 1 _ _ _ <br />�I <br />on Bearing Details / I \ I If interferes with temporary <br />No. I" sheet. f I I "� I support, portion <br />PP, remove <br />of exist C 10 leaving 2" <br />/ X edge distance to exist rivet. <br />�II III I \ <br />I I // \X <br />I <br />SI <br />+I <br />Exist. W 12x53, ; Z 1 1 1 Exist. JL4x32xjs horizontal braces <br />bottom chord I + Exist C 10x20 <br />of truss ' under exist W361 <br />I <br />Exist L5x32 I <br />Exist gusset <br />�2f <br />i <br />2'-9" <br />PLAN <br />SECTION C-C <br />1 1.f1?= 1,-Oj <br />27 <br />Bearing <br />III <br />II <br />JL _ <br />Temporary �4 <br />�u <br />r <br />Temporary �2 <br />Exist. W 12x40 <br />7, I 77 <br />Extent of conc. 101 110 <br />curb removal f <br />3 I r I <br />Temporary �8 <br />Exist curb <br />beyond <br />I I <br />Remove conc. curb <br />1 ; I and slab. For deck slab and <br />curb repair see 'Detail B' <br />t I on "Bearing Details No.4" <br />r— - <br />Exist. conc.se. <br />I I <br />- iI <br />I <br />++T + <br />, I <br />V � <br />3 7 <br />Stiffener �R x4x0 -8 I + ; II + <br />I, Exist. gusset IT, <br />+ all details not shown <br />\� II 11 1 <br />+ + <br />+ t + <br />+ /Z1 beyond, see <br />'Section A -A' <br />on "Bearing Details <br />- - No. 1 " sheet. <br />Exist. pin plate y t' <br />Exist bearing, see <br />'Section B-B' on <br />97 •_ I <br />Bearing Det� <br />No. 1 " sheet. <br />9" 9" <br />SECTION D-D <br />12 1,-077 <br />DESIGN aY H. Mistyy CHECKED M. Harms PREPARED F O R T H E <br />ADE BOWALE AK/NSANYA M. HARMS <br />DESIGN OVERSIGHT DETAILS BY CHECKED <br />H. Mistry M. Harms STATE OF CALIFORNIA <br />PROJECT ENGINEER <br />IZZo BY CHECKED <br />n M `SIGN OFF DATE � QUANTITIES <br />H. Mistry M. Harms DEPARTMENT OF TRANSPORTATION <br />o q ... ORIGINAL SCALE IN INCHES I . I I I .. CU 10 <br />m W o FOR REDUCED PLANS 0 1 2 3 EA EQCO,37 <br />DIST. COUNTY ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />10 Si <br />M 01 w" _� <br />REGISTERED STRUCTURAL ENGINEER QR�fESSlQNA� <br /><y <br />M. HARMS <br />L No SE2639 <br />. PLANS APPROVAL DATE <br />12 31 96 <br />. I. .. . * Exp. of <br />RUTH AND GOING, INC. <br />�� STRUCTURAL tiQ <br />9lF <br />1630 ZANKER ROAD <br />OF CAL�FO�� <br />SAN JOSE, CALIFORNIA 95112 <br />MARK THOMAS AND COMPANY, <br />INC. <br />90 ARCHER STREET <br />SAN JOSE, CALIFORNIA 95112 <br />NOTES <br />1. The Contractor <br />shall verify all controlling <br />field dimensions <br />prior to ordering or <br />fabricating any <br />material. <br />2. For temporary support see note 2 of <br />"Bearing Details <br />No.2" sheet. <br />\\ Existing concrete to be removed. Exist. <br />reinforcement to remain in place. <br />Remove existing steel. <br />Indicates New Construction <br />Indicates Existing Structure <br />Uffections By <br />NoChang <br />By <br />Date _, ?� 8/96 <br />Any Person Using This Drawin Soy �d�ifiy <br />All Information By Inspecting T e Site tWoO <br />EARTHQUAKE RETROFIT PROJECT NO. 37C <br />BRIDGE NO. <br />29C-37 MOKEL UMNE RIVER BRIDGE AT PEL TIER ROAD <br />POST MILE <br />BEARING DETAILS NO.2 <br />DISR RREVISIONPRINTS <br />EAING �.REVISION <br />2/s D3 3E 94 (PR ELIMINARY STAGE ONLY) S� E OF <br />. EARL . ER . .DATES <br />..... .. 1 1 r/4/s3 I.2. /r/s4I/. .I .J 1 1®..�.. 1. ..) 9 <br />