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DIST COUNTY <br />10 S i <br />ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />75 105 <br />M <br />x <br />x <br />x <br />21ON End lock base <br />12 <br />q-Brldge <br />T— <br />IV8 <br />Cq /00 /0 0 <br />('78 ) <br />Typ 4 places/ ('78 ) <br />PLAN <br />LOOKING UPWARD <br />('Y8) < Typ 4 Places <br />A- 8) <br />i M - <br />('Y8) < TYP 4 places <br />('Y8) <br />_j <br />Dimensions to suit Hydraulic <br />Equipment supplied <br />6V2 "Z L6V2Jv <br />Plate, (Typ) Drill and Tap Mounting Holes <br />according to Hydraulic Unit <br />I Manufacturer <br />6) <br />Ln Cope Corner for Weld <br />Clearance, (Typ) <br />2" Plate End Lock BeGrings,(Typ) <br />Continuous (V2) <br />both sides 1,31, ) <br />N <br />r- DESIGN OVERSIGHT <br />i <br />v &jj <br />SIGN OFF DATE <br />Ln <br />0 <br />OD <br />LO FORM DC-OE-92-PF (REV. 3/88) <br />a) <br />32V8 H <br />4m <br />0- <br />- 1111. .4 / a <br />F <br />L <br />V2 " Plate <br />End Lock Bearings - <br />Side Plates,2 required <br />M <br />END LOCK BEARINGS <br />/ V2 #=//OM <br />JOV16 to <br />7 1 " <br />V2" Plate <br />L <br />End Lock Bearings - <br />Top and bottom Plate <br />2�12 <br />A <br />A <br />Drill and TGp for 314 "-/0 UNC <br />IV2'ThreGd Depth, 2 Required <br />L?- j__. _;_ <br />REGISTERED MECHANICALZ`� �ER �?'��ESS/O/V� 44 <br />446q j 5 1jil ICHARD T. FULLE <br />No. M 11488 <br />rLAN3 Arr[AUVAL UAIr- * Exp. 9/30/95 <br />IMBSEN & ASSOCIATES, INC. 1� <br />9833 Horn Rocd, Sulte C 4 CHAN\(� <br />1,-t-if-r-rIrran+n rnfl-fi-ir-nIn ql�;A?7 OF CN <br />REECORD DRAWING <br />('_'�orrecfions By <br />1,�O (>a <br />nges By <br />Any �_e_r Pcon (&Jsing This Drawing ShoOd 14fffy <br />Xf Information By insrectinq 11'he SiTe Of Wot*. <br />4"Om See M/?,,S -por chanee6. <br />Ap, <br />End Lock Pin <br />21' 0 V2 "Dog Point <br />Set Screw <br />`Ij <br />1�41 ' 0 <br />2M 0 <br />A <br />V4 " Tapped f orV4 <br />ty) Grease Fitting <br />1-314 " 0 <br />61144 0 <br />Bushing <br />4" 2" ID 2V2" OD <br />SHAFT & WHEEL <br />'311=11011 <br />ELEVATION r-I-EVIMI WIT SwIn(7 SDan Br = <br />CIVU WWI% r-11y. Panel point <br />612 <br />END LOCK BASE <br />Anchor Bolts embedded min 8" <br />IV2 "-/"0' <br />End Lock Base Face of end <br />lock base <br />A <br />Dimensions to Suit Hydraulic <br />Equipment Supplied <br />End Lock Base <br />1 01 1 1 <br />> <br />TT <br />< <br />0 __=3 <br />E 6XIJ < <br />------------------------ /-& j ---. . <br />j girder - Bridge <br />EJ -------------- <br />F------------------------ <br />— - — - — - — - -- — - — - — - <br />10 <br />2-112" 0 <br />-Lj- -- — — — -- — — — — --- L <br />< Holes rn- � I <br />1-314 1# '2�12 14110 <br />PUSH ARM <br />Y�1101, <br />0 <br />LPx1"x114" End Lock Guide Bracket <br />End Lock Guide Bracket <br />See "Swing Span -End End Lock Bearings ! <br />Diaphragm Details" sheet I Push Arm I for detalls see "End <br />i Diaphragm Details" sheet <br />Hydraulic Cylinder <br />PLM rf !jD -VATION <br />El . <br />LOOKING UPWARD <br />END LOCK ASSEhfBLY <br />End diaphragm IV2 #_,//OII <br />BY <br />DESIGN R. FULLER <br />BY <br />DETAILS G. I MBSEN <br />QUANTITIES BY R. FULLER <br />CHECKED <br />J. M. W I TTE PREPARED FOR THE RICHARD T. FULLER <br />CHECKED <br />R. FULLER COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />CHECKED <br />J. M. W I TTE DEPARTMENT OF' PUBLIC WORKS <br />ORIGINAL SCALE IN INCHES I I I I I I I CU <br />FOR REDUCED PLANS U 11 2 3 EA <br />NOTE: Hoses and Limit Switches as shown <br />on 'Rest Pler UGchlnery Layour sheet. <br />MECHANICAL <br />BRIDGE NO. <br />29C- o8 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST MILE END LOCKS <br />DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />EARLIER RL�ISION DATES �1,-Ij 10-121 1 1 1 1 1 1 M 12 M 13 <br />-93 <br />ctmech.bdr <br />N <br />earoc;, e� 0 <br />