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FED. ROAD FISCAL SHEET TOTA� <br />DIV. No. STATE PROJ. No. YEAR No. SHEET <br />7 CALIF. <br />I fl 1 11 it it <br />4e 3-ro <br />k-) 'L 7' r 2 2 4' 2" 5'- 4 <br />511 13 0 b 4 1-611 4 1- 4 11 - 3II '- 10" 3,- 3 3 -3 9 -3 3'- 1 ro "x 5'-&� F f e n e -s <br />T' <br />DIST. <br />X <br />COUNTY <br />5 J <br />- ' --- -- <br />-EET TOTAL <br />ROUTE SECTION I9— <br />No. SHEETS <br />FA.": 907(2) 14 53 <br />III It co-xcopr (::L5 no re Ci <br />BZXtat <br />2 <br />BRIDGE ENGINEER CIVIL ENGINEER —LICENSE 5585 <br />DATE APPROVE- Y <br />1� 3!4 <br />r <br />-T <br />0 <br />x COUNTY ROAD COMV16-�MNER C' E. LIG. 7 77 <br />Tri-Annior) '-(5irc[er WELDED GIRDER GENERAL NOTES <br />50 THE RELATION BETWEEN FILLET WELD SIZE AND THE MAXIMUM THICKNESS OF <br />Z Ls 3 311- x �a- 1!8 "A !3 JAF 50 w-- 5 0 a V\r �0 <br />MATERIAL ON WHICH VARIOUS SIZES OF FILLET WELD MAY BE USED SHALL BE IN <br />7� <br />Top ACCORDANCE WITH ARTICLE 222 (b) OF THE A.W.S. SPECIFICATIONS DATED 195611, r- 4 3 <br />UNLESS OTHERWISE NOTED. <br />Q <br />%) op <br />THE METHODS OF JOINT PREPARATION SHOWN ON THE PLANS ARE BASED ON <br />C- <br />THE USE OF MANUAL SHIELDED ARC WELDING. IN THE EVENT THAT AUTOMATIC OR <br />-SR- L <br />0 cvSEMI-AUTOMATIC SUBMERGED ARC PROCESSES ARE USED, THE CONTRACTOR MAY <br />X 0 <br />SUBMIT ALTERNATIVE METHODS OF JOPNT PREPARATION FOR APPROVAL BY THE <br />U-) <br />Do n Do Do vr- 50 ENGINEER. "U" BUTT WELDS MAY BE SUBSTITUTED FOR VEE TYPE SHOWN ON THE <br />15 50 PLANS. "J" PUTT WELDS MAY BE SUBSTITUTED FOR BEVEL TYPES SHOWN ON THE <br />PLANS . <br />-4- y tq SHOP PLANS SHALL INDICATE WELDING SEQUENCE AND THE TYPE OF,STELL' <br />C: TO BE USED. <br />C G <br />4- <br />D 0 M ALL FIELD SPLICES SHALL BE FITTED AND MATCHED IN THE SHOP. <br />0 <br />lx� <br />ALTERNATE TYPES OF DECK CONNECTORS MAY BE SUBMITTED BY THE CONTRACTOR <br />DO Do i 1/v -nnis bat-1 op.! <br />FOR APPROVAL BY THE ENGINEEk. <br />Flar 19e., I' Go S No <br />PICLCO Spud bOIT <br />TrL10 rnlor, I rao r 5,ocun each 9-'r1 1nqerC�"o+cil� <br />=0 <br />0 S-Fud or s�-Iinqzrs = 24), 1 44 <br />z x It g r <br />Gx1, 7n-�. J <br />i�( re, <br />L <br />T— <br />Ila <br />9 0 17 1 17 17 <br />.......... <br />FIRAN/lING PL/- -J <br />i Hot 4, " . r_1 <br />ON, C V, 1,-, "'N=, e(..; <br />11 <br />Max, 12 ca @ .15"rr 3pocing Dec-K <br />-41,10 <br />5 PC"- qrot--Lp r),zr group, r)et- SrOLLF. <br />11 <br />14 T <br />'x <br />5 4 !,5 x 1 15 "x I' top Sod�on'-) F11tor-)go-s. <br />0 0 ';4 D 10 <br />4 <br />A <br />F',- F3 2 F1 <br />Boro <br />-Fov- on `rLAnn;on J <br />S 10 OVO r S40 ShZz !VAIE 4. <br />71 t <br />CF) In <br />Flo <br />Sion �onr- It <br />(D <br />/ —� <br />4 <br />aiveld <br />2 -7 <br />001(/ <br />\ <br />C -4o! Di-v)z-i 4 3 44 11 Florizoi --islon <br />- -- - ----------------- <br />576 <br />btx,1-!` vve�cl, -----7 M1 <br />For, �izcu- L,!-. <br />o Fcle ME-3 - it <br />p Dk G-c�- <br />INirl <br />k VA 10 3r-) el C I I) <br />9 1 3,, It <br />Tr U r� n 0 r) <br />-�3 3 0 e Shoe M E, <br />Re r cN ou;red cenjOer <br />of' 'fnovinq lecS. <br />L.1... 5(z(;it <br />A* <br />2.11 snit ie <br />Cvj+. arm-✓L '77 1 31 1 <br />I rZLIM C,rn-) 10 <br />see sh("-e 15. <br />Top 011, web It- �'or cl� <br />CONTRACTOR TO OBTAIN C.G. OF MOVING LEAF FROM COMPUTED WEIGHTS <br />STrcd h+ <br />OF STRUCTURAL MECHANICAL SHOP DRAWING TAKING DECK CONCRETE Al <br />105 -#/CU.FT. C OUNTERWE I GHT CONCRETE WITH POCKETS 1/3 FULL AT '( A <br />210 —f #/CU.FT. CONTRACTOR TO OBTAIN EXACT WEIGHT AND POSITION 3/an To P of vve'b -Por <br />OF COUNTERWIEGHT CONCRETE TO BALANCE MOVING LEAF AT REQUIRED is 0 <br />C.G. OF MOVING LEAF SHOWN. Al. <br />I- - <br />CD I <br />REQUIRED C. G. OF MOVING LEAF CA M rE3 ERD 1 -'3 R -A M <br />No <br />-)TUCI 001TS <br />Main &ir(�,er- <br />DECK CONNECTORS <br />No 'Scclle <br />Ccm--)be-- 'is bosed on <br />Dead Loac--i DeT`;0C+1or-1 Plus <br />Ver11-1C0!t Curv� comp ;C-Hon. <br />�)ri �� F 1, /4 W�- O� 3�eel Frome <br />Deac� Load DeFlec-�' = 1/11 <br />ic M,o' Concre-!4 � lViochinery. <br />Cope tpicctl <br />Tiqn'� �H- <br />L i C 0 1-D6,1 a <br />� D <br />- - --------------- ? <br />Grlrlc� to be(ar 5col Wold <br />I, �7 <br />TYPI"";AL STIF'FE-NEFR;Q ! �yy rv1 1 <br />G <br />-XNo Sce�1c� <br />—\ <br />AS Aftr <br />'Z/ <br />4� <br />C 2'-!AN,'5'E N VIES T H I C K N'[:-- S S) <br />Clio flan 0- +'ie'V S'-)!1C0-S <br />rn r-1 0 G <br />r'nacte ct+er {br)qes how been spllicec <br />X- <br />Co \/V 0"b L-1 + ""e 1 I / 1 R , �� GI <br />S plico on it G'Irnin..- <br />Kleb Splice -110 be <br />cith surfe(ce bull" 'Nold. srinc� 0 o, 3MO <br />on ou+sIcte t-cz o' o 0 irder vve-b on(q, <br />G X <br />\ 7 (3 <br />W <br />GIRDER SPIL-ICE AND WELDIN3 Dr. --TAILS <br />STATNo Sew <br />E NO. 29C-022 <br />BRIDGE NO. 1440 <br />BRIDGE DEPARTMENT STATE OF CALIFORNIA <br />DESIGN SECTION s s s DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />D <br />Project Designer 25 9 <br />Chief Designer <br />z <br />DESIGN By 13RIDCDE A-(-.JR0SS GRANT L INE C A NAL <br />Checked <br />3.� <br />DETAILS By Checked <br />QUANTITIES By TJ Checked GIt IED\ R <br />SPECIFICATIONS By Plans and Specs. G FRAI�/IING <br />Compared <br />Approval Recommended Civil and Structural 5489 it -3 1 4 <br />SCALE" �9 G -,—F Z FILE DRAW,NGC. 202 <br />Efcgineer of Design Engr. License No -------- 485 BRIDGE <br />MAMIAN"Nom <br />PREL. DRAWING No. P- 2OZ3 <br />