Laserfiche WebLink
Fj <br />r14 <br />x <br />Cross Girder <br />2(yoll 290m WJ6x2JO <br />� MN -4 - 4`0'.,�a 11,4 " Chk /P see WT6x2O <br />Type "B" Wheel balance "YJ 0 1 "Deck Drain & Ladder :, V I Slot W18X86 to fit <br />'Y8 W--c 3" (fyp) t� <br />Detail 2 Assemblv (tot 2) see n4-t.,gl , chono WT15x54 '19) neat around WT18x80 <br />Mechanical sheets. I DetG11 <br />Girder <br />A <br />zo <br />DetG11 6 ON <br />+ + +I* <br />see " Glrder <br />FrGm1n Detalls <br />Detail -1 <br />No.2" sheet. <br />A A <br />t < <br />IV2 <br />A <br />C12xJO—.—''b� <br />I =-� -L*n <br />A IN, <,oK <br />A I <br />2 La <br />DetG11 5- 6# <br />Detall,3 <br />W18X86 <br />Ile C <br />ope <br />Girder & <br />WT6x20 Balance Wheel Housing <br />WT18X80 <br />---------- <br />Bridge Cut flange to c1r <br />Roller UC16 W,36x2jo bottom DETAIL 4 <br />>ZZ Type "A" Wheel balance Track enter B flange 11 = /110/ <br />Assembly (tot 4) see <br />MechanIcal sheets. W18x86 Bearing Z 4x4xV2 <br />6V2 "x�12 Stiffener <br />WJ6x2J0 <br />...... .... .. <br />(\j <br />WT6x2O D <br />> <br />'314 W18X86 <br />,.&—WJ6x2JO <br />WT6x2O <br />(typ) <br />WT6x2O <br />Type "C" Wheel balance Assembly PLAN <br />(tot 4) see Mechanical sheets. "MachInery Flooe <br />V4 /1 -/"0' <br />Girder <br />RECORD DRAW IG <br />Corrections By <br />No Changes BY <br />Date Ap... 940-:--6t jould VGfitj <br />Any Person lJslrlg This <br />Ali <br />4 e2 3" 5H 4 La 3" <br />811x11' Stiffener ro" //00 3N (typ) <br />Girder <br />-------------- <br />WT6x20 WT6x2 <br />Slot Cross Girder Web P- <br />ond weld to WT15x54 WT15x54 <br />> Cross Girder <br />C <br />DESIGN OVERSIGHT <br />.0 <br />V) <br />+- SIGN OFF DATE <br />Ln <br />0 <br />00 <br />U) <br />CD FORM DC-OE-92-PF (REV. 3/88) <br />DETA/L I <br />Pf = /00/ <br />Note: <br />For "Section B-8" <br />see "Girder Framing Details No.2" <br />sheet. <br />+ + <br />+ <br />+ + <br />+ <br />I <br />WT6x2O <br />For Balance Wheel Details <br />see Mechanical sheets. <br />L---------- I <br />D <br />IV2 J 0 3" 5" 5 3" IV2 <br />6xV2 Stiffener gm <br />Girder <br />------------- <br />1.17 1 1 <br />�81 Gusset - <br />WT15x54-"�------' 0 <br />g,�; WT6x2O <br />0 <br />WT6x20 <br />4x4xV2 IV2 (IYP) <br />C 31, (/Yp) <br />IV2 # "YO <br />Slot WT15x54 to fit <br />neat Ground stiffener <br />DETAIL 2 <br />/N � ro/ <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY G. D I N I <br />Senlor EnQIneer Date ADorovGI Recommended By I Date DETAILS BY <br />I I B.MAECHLER <br />FILE NAME DRAWER SHEET NO. QUANTITIES 13Y G. D I N I <br />Girder IV2# <br />V2 <br />6x�12" Stiffener <br />318 Gusset <br />> 4x4xV2 <br />r <br />0- <br />WT15x54 <br />For "Cope DetG11s"see <br />'Steel Girder Details' sheet. <br />SECTION C-C <br />/M = ro' <br />Notes: <br />All Bolts are 78",0 High Strength bolts. <br />(�) IndlcGtes PanelPolint <br />CHECKED <br />F. L I <br />CHECKED <br />G. D I N I <br />CHECKED <br />F. L I <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />SECTION A -A <br />DIST COUNTY ROUTE POST MILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />10 55 105 <br />—,aAOAO.-A AO /1,& <br />%irl-n <br />REGISTERED CIVIL ENGINEER <br />Uv 1 5 wi <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Rocd, Suite C <br />Sccromento, Cciffornla 95827 <br />ENNIS D. PECCHI <br />No. 32049 <br />Exp. 12/31/96 <br />CIVIL <br />OF C <br />2 @ 3 <br />= 6" <br />IV2 511 4 La J IV2 11 <br />ro- 'p- /" BeGrIng <br />Stiffener <br />Cross <br />GIrder 0 <br />7 <br />R Girder <br />41 <br />WT15x54 WT6x2O <br />I+ + + +1 <br />I 1 0 V2 (IYP) <br />I+ + + +I <br />I I <br />I+ + + +1 <br />I+ + + +1 (/Yp) <br />I+ + + +1 <br />Center <br />Bearing <br />/0 � ro/ 6 <br />2 La 3 4 La 311 <br />> <br />WT15x54 WT6x20 <br />C <br />Q <br />'314 11 A <br />DETAIL 5 <br />WIBX86 <br />f J� tll--///4��, <br />", �4 ,1 L Order <br />lie <br />314 <br />Stiffener <br />Balance <br />�81 " Gusset x Wheel Housing <br />Balance <br />Wheel <br />4x4xV2 <br />J" (fyp) <br />x SlotWT15x54 to fltneGtoround stiffener. <br />See oSection C-C"for typlcGlweld of WT <br />to stiffener. <br />x x See "Section C-C" for connectloo detail <br />of Z 4x4xV2 <br />PREPARED FOR THE DENNIS D. PECCHIA <br />COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />DEPARTMENT OF PUBLIC WORKS <br />I I I I I I I CU <br />0 1 z 3 EA <br />DETAIL 3 <br />P, � ro, <br />SECTION D-D <br />/"-/"0/ <br />SWING SPAN <br />BRIDGE NO. <br />29C- I o8 BACON I SLAND ROAD BR I DGE AT M I DDLE R I VER <br />POST MILE G I RDER FRAM I NG DETA I LS NOu I <br />a REVISION DATES (PRELIMINARY STAGE ONLY) SHEET I OF <br />DISREGARD PRINTS BEARING 8;,J�� 6�;21IO-22 I <br />EARLIER REVISION DATES S38 I S46 <br />1,-'-"92 IX92 1,---"93 1 -93 1 1 1 1 1 1 1 <br />6 jW <br />