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4 <br />x <br />x <br />F-,� <br />x <br />DIST COUNTY ROUTE POST MILES SHEETI TOTAL <br />GIrder TOTAL PROJECT NO. SHEETS <br />GIrder 10 Si 56 105 <br />4"x <br />Cross GIrder <br />StIffener 3# IV2 <br />V2 <br />qyp) A144 <br />--------------- t REGISTERED CIVIL ENGINEER <br />yp) W36x23O <br />I cope <br />5 La 113" ENNIS D. PECCHI <br />V2 V2 IV NOV 1 5 194�i Z3 <br />IV2" 5 La r, 3 IV2 <br />LLJ <br />No. 32049 <br />PLANS APPROVAL DATE Exp. 12/31/96 <br />L4"x,4mxV2 y C\J <br />zt: I ft IMBSE, N & ASSOCIATES, INC. CIVIL <br />9833 Horn Rocd, Sulte C <br />OF N <br />4-4- 4- 4- Sacrcmento, CallfornIc 95827 <br />- - - - -- - - - - - - - - <br />E <br />V2 <br />V2 <br />GIrder StIffener <br />-y- <br />R 12"XV2 "XI"3 x 4" ry) 4--314" 0 H.S. Bolts <br />1(typ-) �11 N IV2'1 <br />J —w- <br />W18x86 4--314" H.S. Bolts <br />A A A <br />w,36X2,30 <br />wj6x2jo r <br />- — — — — — — — — — — <br />01 V2"x6V2 IIX811-14 <br />WT15x54 <br />IV <br />Cut Flange to yl R V2"x6V2"x8" <br />'Y8 , I o0e <br />I -� 6x�12` StIffener Clear StIffener <br />< Cut Flange to <br />Clear StIffener <br />6xV2" StIffener StIffener StIffener <br />�v <br />tffPr)Pr <br />MC18x45.8 <br />> <br />SECTION C-C <br />A8 SECTION E-E <br />< SECTION D-D <br />I I / / V2 <br />,3//6#N A �Y8 "X 2V2 <typ <br />> OpenInG for 0 //Oil <br />Gear Reducer CEj--j— <br />CL GIrder - GIrder <br />01 <br />BrIdGe <br />-7 <br />qyp) DETAIL 7 - <br />-10 <br />DetG11 7 <br />0 <br />1%2 0 ?116 Gusset V2 <br />2V2" -4 <br />0 0:,11 o o <br />/ o <br />WT7x,30.5 0 0 0 01�,,o 0 0 0 0 0 �el <br />0 0 'if, <br />----------- .J RA% 1,\IG <br />\0 0 11-1, � RECO \0 0 <br />0 0 0 <br />L 4WmxY8"� <br />0 0 corrections By <br />—L�-J7 t - — - — - — - — - — - — - — - — - — - — s By <br />- — - — - — - — - — - — - — - vi - -- - <br />'A --------- ------- No Chan( <br />Glrder - Date —3, L <br />6"xV2" Any Person Usinq This Oraw'inq Should VefifY <br />L,,Px4XV2 WT15x54 8 62 3 -210, IV2.9 CL BrIdge <br />All information P�y <br />L----------- <br />C12xJ0 IV21' 7" X., //9;, <br />IV2 <br />WT6xl7.5 <br />(typ) (typ) Ilk, <br />DETAIL 6 <br />H = POM <br />6xV2 StIffener WT15x54 <br />7 <br />6xV2" StIffener <br />�8" H.S. Bolts <br />(tot 9) C C <br />Motor Support <br />0 0 <br />MC18x45.8 UGchlnery Brake Support o �k, 0 0 <br />IV2 N 0 <br />Space as requIred 0 IV2 <br />WT7x3O.5 0 WT15x54 <br />8 <br />for motor. o/ 0 <br />Gear Reducer Support <br />Gear Reducer Support C12X,30 <br />2�12 <br />A IV4 Space as requIred <br />L 4"x4"xV2 <br />0 <br />for reducer. of <br />wj6x230 I I I -v I I I I <br />Z": 0 01 <br />01 <br />01 10 1 La 3" 5" 3 La 3 <br />1 12 IVY' I <br />4- 01 0 01 <br />io 9 <br />+ 01 Of <br />1 10 1 <br />0 10 W,36x2,30 01 <br />+ I -I I-T <br />12 1 111 01 <br />XV2 "XI"3 0 10 <br />+ tit <br />� --A Y, of 10 o! <br />318 + <br />01 1 0 <br />+ "Cut L -t'x6"xV2 10 1 D <br />o o o o 0 D <br />01 <br />0: 10 V2 <br />I I 1 0 0 0---- <br />01 to I <br />-J <br />--r 01" <br />WT15x5 L 40x4mxV2 <br />L 4"x4xy8" 4---) Cross GIrder <br />WT15x54 <br />r1111111111A <br />WT6x2O Cut flange to c1r <br />If <br />i I W36x230 bottom �2 <br />t 4481" StIffener <br />I flange <br />------------------ J <br />Glrder---., K 1p-/11 <br />------ SECTION B-B <br />r4V2" SECTION A -A x Adjust d1menslons to f1t 21411 b—C 112# N.- <br />/H = V00 HI-Tork Brake mountIng base. K CV I kir- CD A KI <br />BY CHECKED <br />x COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN G. DINI F. Ll PREPARED FOR THE DENNIS D. PECCHIA <br />Sentor EnQlneer Date AoorovdRecommended By Date BY CHECKED <br />C DETAILS PROJECT ENGINEER <br />U DESIGN OVERSIGHT I I B. MAECHLER G D I N I COUNTY OF SAN JOAQUIN <br />FILE NAME DRAWER SHEET NO. BY CHECKED <br />QUANTITIES DEPARTMENT OF PUBLIC WORKS <br />4- SIGN OFF DATE I I G. DINI F. L I <br />r- I <br />Ln <br />0 <br />00 <br />Ln FORM DC-CE-92-PF (REV. 3/88) <br />01 <br />60 T- 0 G, C— <br />ORIGINAL SCALE IN INCHES I I I I I I I CU <br />FOR REDUCED PLANS 0 3 EA <br />BRIDGE NO. <br />BACON <br />ISLAND ROAD <br />BRIDGE <br />AT <br />MIDDLE RIVER <br />C29- lo8 <br />POST MILE GIRDER <br />FRAMING <br />DETAILS <br />NO. 2 <br />DISREGARD PRINTS BEARING <br />EARLIER REVISION DATES <br />REVISION DATES (PRELiVINARY <br />-406- -221 <br />103;X1 08, �?,�J 10 <br />STAGE <br />1 1 1 <br />ONLY) <br />1 1 <br />SHEET <br />1 S39 <br />01 <br />S46 <br />--'�9'2 <br />1,-,"93 <br />93 <br />