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DIST COUNTY <br />IV2 10 S i <br />ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />67 105 <br />X <br />X <br />X--- <br />10 <br />X <br />A A <br />I-'R Qyp) <br />I L---- <br />2H 210 <br />4 10. <br />7M <br />SECTION W-W <br />611=11011 <br />Notes: Ends of Rack segment <br />shG11 termInGte at <br />mldpolnt of tooth space <br />for Anchor Bolt Detalls <br />see 'Swlng Span-Plvot <br />Pler 22 DetGlls" sheet <br />PLAN <br />IV2 //=/ / 0 // <br />Dry Packed Mortar <br />Top of pler <br />r�(�)' P11GO <br />(31 <br />PLAN - RACK SEGYENT <br />IV2 0 - /*'0" <br />12 Requlred <br />Keyways XV2 <br />Q 120* <br />P. D. 1811 1 <br />12,11 <br />PINIONS -PI <br />Cast Steel 18" P.D. <br />PO* Stub Teeth <br />/.00 DP 6V2 0 (Nomlnal) <br />PINIONS-Pl ELEVATION <br />IV2 #=/ /-On <br />C DESIGN OVERSIGHT <br />L SIGN OFF DATE <br />Ln <br />0 <br />OD <br />Ln <br />FORM DC-OE-92-PF (REV. 3/88) <br />r a r3 )5-4 <br />e <br />� L, <br />Boss - V8 " x 2,Y4 " o <br />2-Keywqys @ 1200 <br />IV2 " Wldex-'14 Deep <br />x 6"Long <br />5V4 <br />R=% <br />Upper BearIng <br />----------- ----------- f ------ <br />6V2 <br />Lower Bearin� <br />---------- <br />2-K,rGys <br />X 2 x7V2 <br />La 120% <br />5Ndeep Lug P/ts Qyp) <br />6 - /' ThIck FIllets <br />spaced as shown <br />DrIll & Ream <br />for /" turned <br />bolt --, <br />Boss - �18' x 2,Y4 " 0 <br />/" �! --A, <br />ICHARD T. FULLE <br />cc No. M1 1488 <br />Exp. 9/30/95 <br />_ HAN\C <br />OF C N\-t <br />By__ <br />(les By 7-7- <br />)ate <br />Any Per'son �J��5T`his Drawing Shm�d ��rlfy <br />infr�rrratj(-�r F11 #3if <br />1p rif Work <br />/0-'0" PItch Radlus <br />(Iyp) <br />���ER <br />REGISTERED MECHANICAL <br />131411 <br />40V 1 5 393 <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />- — - — - - 9833 Horn Rocd, Sulte C <br />ScIcramento, Cd1forn1c 95827 <br />/0-,(// p1tch R <br />Top of Pler <br />Grout Pad <br />SECTION Y-Y <br />611=11011 <br />Roller Track <br />A <br />RACK <br />Cast Steel <br />240" PD <br />20* Stub Teeth <br />/.00" DP <br />20 Teeth per <br />segment <br />IV8 Hole 1'314 C\j <br />Dry Packed Mortar <br />A I <br />Levellng Nuts <br />Top of Plvot Pler <br />L-------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />y <br />------------------ ---------------------------------- ------- ----------------------- L-4--j ----------------------------- <br />Anchor Bolts <br />4 J- 4 - I - <br />T- F- -T-: - 71- <br />IV2 5V2 511 <br />x Shaft Length to be per <br />RT Angle Gear Box furn1shed. <br />SHAFt S1 <br />/11-/"-0' <br />DESIGN BY R. FULLER <br />DETAILS BY K. DRESBACH <br />QUANTITIES BY R. FULLER <br />CHECKED <br />J. M. W I TTE <br />CHECKED <br />R.FULLER <br />CHECKED <br />J. M. W I TTE <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />--c <br />-C <br />111OV2 <br />2-'2V2 <br />SECTION X-X <br />6m=//011 <br />PREPARED FOR THE RICHARD T. FULLER <br />COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />DEPARTMENT OF PUBLIC WORKS <br />CU <br />0 Z EA <br />A - <br />MECHANICAL <br />BRIDGE NO. BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST MILE RACK & TRACK DETAILS <br />)ISREGARD PRINTS BEARING I REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />*ARLIER REVISION DATES >0 03;,G6 08 06,-0110-221 M4 M13 <br />ctmech.bdr <br />