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DIST COUNTY ROUTE POST VILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />C V2",9 Air Relief Holes 119" varies �o— T- Brg 120'0' to of Pivot Pler 22 10 Si 58 105 <br />La XO" max spacing <br />4`04 <br />-314x8 studs *41 12 <br />Edge of Deck L &4x�81 btwn. girders <br />REGISTERED CIVIL ENGINEER <br />Q 12 <br />\\A <br />ENNIS D. PECCHI <br />C-D <br />X NOV 1 5 Wj W <br />Brg End Diaphragm 32049 <br />No. <br />- - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T- <br />/ - - - - - - - - T PLANS APPROVAL DATE 12/31/96 <br />-- — - — - — - — - — - - — - — - — - — - — - — - — - 4- -4----J — - — - — - — -- J-T-44L ---------- Exp. <br />— - — - — - — - — - — - — - — - — - — --- <br />-T T <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j- 1- -j I CIVIL <br />- - - - - - - - - - - - - - - - IL r- - - IMBSEN & ASSOCIATES, INC. <br />F-1 L <br />--------- L --------- ---------------- 9833 Horn Rocd, Suite C OF <br />7 ------ ScIcramento, Ccilfornfu 95827 <br />---------- %� <br />Y <br />------------- ------ 2 *7x24'10 <br />Girder - 314 " Drip 26" <br />(K Support Bar Groove (typ) *5 1 La 12 <br />C 6) <br />*6 tot 3 <br />Girder - Girder - 2 <br />Bridge - Plate 'A" <br />Support Bar 1 +11 H.S. Bolts <br />Support Bar - Outside face of L6x4xy8. Make + <br />V End Lock 8"' open <br />In two lengths with y See "End Lock Guide + <br />T <br />1-7// <br />C <br />PLAN JoInt at Bridge. Guide <br />BrGcker Detail +: 1+ *6 tot 3 <br />(Shown for Rest Pler 21, Rest Pler 23 sImIlar) + + <br />0 //On <br />2 + <br />SECTION C-C <br />H. S. Bolts <br />X 'A-- Girder - Girder - + "4 0 <br />I Jack Support Bar Cope +11+ <br />Girder - Jack D Bridge - I I <br />'k Support Bar - + + <br />IT- Support Bar i I <br />Bra. Stiffener A C End Lock 'Y4 Cope + 2 R 7 x, Y8 in 112, Slot P- to fit neat <br />cope !I+ <br />P 92' x 2 V2 (Typ) 1 214# 1 1 around girder web <br />W16xj1 RECORD DRAWNG +11+ 6# <br />2 BrG. Stiffener typ (',orrections B <br />y— <br />/P- Is V2 x8 Stringer I , A <br />Nr -�,anges By <br />IT W —F— n — :4 A A <br />JaTE-� r---Z- 111 19 <br />--------- - --- ------- ------------- r--V=4' <br />'Ativ Pe '�rnwing Should Vef4 <br />L ------ --------- rson Js��n C) y <br />C;f r- Wn rk <br />L <br />SECTION A -A <br />+ <br />+1 �8 0 H. S. Bolts, tot 16, typ <br />+ Q) <br />+ + 9 =//Om <br />ol o o k% <br />+ Web Splice I , -A y <br />+ 116. y <br />+ <br />+ <br />+1 <br />+ + Bridge - y <br />I + +1 <br />1+ D +1 End Lock <br />1+ +1 Z�� //Oft <br />1+ +1 Stiffener /P- Y4 x8, typ WT7xJO. 5x116" 11211 2101, <br />I + A—c W--.< W. <br />B B Thk +1 <br />1+ <br />+ <br />4- <br />1+ +1 ------- 5 <br />Web R <br />+1 <br />1+ ±j > <br />X--- Ot End Diaphragm <br />V2 Thk Top & bottom a <br />------------------- <br />---------- <br />Web P-, typ Bra. Stiffener flange lx12 E E <br />-1-Ir <br />D <br />E E A 1�y <br />IP- �72 x5V2 IAJ <br />Web Splice PLATE "A! <br />Support —"A �0 cope <br />For "Buff Weld JoInr 3711 <br />Bar, typ � ----------- I /I=/ 0 if <br />Brg. Block 12 6xl2x,37" see "Steel Girder Details" <br />(Typ La Girder) A sheet, lyp. �j 6V2 Recess �2 3V2, /P- IX12X,310". tot 2 <br />ELEVATION 0 A 2xl2xl-'5 tot 2 <br />Va 4, 0 it <br />2 1 /P- lxl2xll4V2 tot 6 <br />Brg <br />Girders - SECTION E-E 1�4- IOY2 314 0 Rod with 4 hex nuts & a <br />Support Bar V2 61, � I lot If lockwasher at each end, tot 2 <br />Jack V2 �t b4teled N <typ <br />PLAN 4t pf,"i�9 eid- Welded <br />314,1 0 studs, <br />Aee ,,C brfekdt <br />3' spacing Bridge CCO At 13 <br />0 threaded stud with hex nut, Pet <br />X jam nut and cut washer tot 8 In <br />�81 > <br />I V4 0 hole In bottom flange and typ'� 2 IP- 8'xV2 <br />-314 D r 1p threaded 2V2 "In bearing block. �81 <br />I� (318) <br />Groove Qyp) .1. ; 11 1 �81 <br />F <br />Brg <br />t <br />-�T jr --i <br />0 1 1 1 > <br />Notes: > 1 0 0 <br />V2 0 H.S. D t 0 < <br />< ------------------ -I <br />I I - /0- <br />tot 4 1. Details shown at Rest Pler 21, <br />(typ) 411 equal spaces - 3 �8"o H.S. bolts <br />2. Detalls at Rest Pler 2.3 similar. ------------- 0- 0 0 0 1 0 <br />ft - ------------- tot 16 <br />9 2140 1 6 I'v") <br />3. The top & bottom flange of End <br />SECTION L)-D Diaphagm shallbe considered to IV211 4V2 6" IV2 <br />SECTION B-B be Tension Members. V-- -.4 < typ <br />/H�r Ou 4. See "Steel Girder Details" and ELEVATION END LOCK GUIDE BRACKET END VIEW Y8 081 <br />"Girder Splice Welding Details" "�//O" I <br />sheets for weld details notshown. IV2 <br />Indicates PanelPoInt. BRIDGE NO. SWING SPAN <br />BY CHECKED <br />X COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS DESIGN G. DINI F. I -I PREPARED FOR THE DENNIS D. PECCHIA 29C- I o8 BACON I SLAND ROAD BR I DGE AT M I DDLE R I VER <br />Cj) Senlor EnQineer Date Aoproval Recommended By I Date DETAILS BY CHECKED PROJECT ENGINEER POST VILE <br />DESIGN OVERSIGHT I I E. MAECHLER G. DINI COUNTY OF SAN JOAQUIN END DIAPHRAGM DETAILS <br />FILE NAME DRAWER SHEET NO. QUANTITIES BY CHECKED DEPARTMENT OF PUBLIC WORKS <br />LaSIGN OFF DATE G. DINI F. L I REVISION DATES (PRELiVINARY STAGE ONLY) SHEET I OF <br />CU DISREGARD PRINTS BEARING <br />Q) ORIGINAL SCALE IN INCHES I I I I I EARLIER REVISION DATES S41 S46 <br />00 FOR REDUCED PLANS 0 2 EA 1A92 1,,--'93 1 -q-3 I <br />FORM DC-OE-92-PF (REV. 3/88) <br />