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-!TAW <br />or 4 17 <br />T <br />Limit of pcyment Limit of payment <br />�V' -Nola 5, fo'y A), <br />1-5i <br />4 6LJ Post S In <br />p <br />--- 0-44 <br />Approx. <br />Pos boll /70/6 <br />(2,Vd'ad 1047A& A <br />Notes. <br />4-4. A*/`# <br />At roil splice nearest e* xpGnsion joint in bridele deck.. s/ot holes if, <br />Q) <br />X splIce bolts .4 <br />section of roil to allow Same amount of movement as is provided bii <br />3,i per joi�7t. 2 deck. Place <br />y -4- - 16 asbestos Sheet packing between rail elements. A <br />to provide Sliding fit and set threads. <br />Lap M dieection S1 <br />1� Post boll slot <br />PLAN rerml�7GI section lopped Of Ir Gfflc Use 3'- 6 "Posts whenever possible. A// anchor rods to have hex. nu <br />ron traffic lace Provide lock washers tol- lop an <br />chdor rods. Weld 2i x4 x,7 plates on VFp <br />w <br />4 <br />N han using /I anchor rods. Contractor to provide rnetal shilgns to <br />Posts. SPGCO Posts /0 016Gr expansion joint.s by /�-O' in. to f POO. Posts, <br />J_ M <br />_47 <br />C )E!=- <br />7 <br />rn I <br />— and Gnchors to be 9GIVGnized Gfl6r WrIcatioi7. Mailings on refain <br />01 -3 09 <br />7 <br />la <br />2 afy <br />WGIIS to be PIUC6d after WGIIS are bGCkfi116d. 8endrods if necess <br />-A- <br />7 MGI'nlGl'n fnl'l?imum clearance on supe?e1evaled slabs. <br />4L. f <br />29 <br />See Specidl Provision for rG11 element. <br />6 W- 15.5 <br />510116d 17016S <br />tt77 <br />Cr __::E Z_ <br />J <br />i6 <br />asbestos Sheet OGCkl�ng <br />A L TERNA T1 VE END DE 7A_ IL <br />at expansion joints only <br />CROSS SEC rION E L E _VA TION <br />NOrE: Place end post on Shoulder <br />it structure does not accommodate SPL ICE <br />1 12 6 unit length. s c Gle.. J 0 <br />12"Round hole. <br />'V <br />Set post In <br />position and <br />6'-3 3' 4 /""W Face to foce of 'roll <br />fill With PCC A -3 6-3 Allow 31 Face to face of rol", - -13Z - - - __ <br />L J & <br />J <br />bolt Oonly) ,,-y boll 0 only) <br />EL E VA TION <br />END POST ON SHOULDER <br />4" <br />6 3c'15.5 <br />A <br />Q) <br />3 "fnin, <br />J' rn I 'n. "Ax 6 (rot. 2) <br />X;J- XO -6 �3 W)far 4 <br />2) <br />5 mox, I "x 6 rods, (rot. <br />2 <br />Washer A <br />"1 410, <br />+ - 9 Washer <br />t3 <br />Lo <br />Q) <br />fo-2 xwx 0 2 xO-6, <br />Q, <br />< R_ washer,,, Was4er <br />C.J. "z <br />out washer Is 2 �0 <br />4 ro 0 <br />> X /�o rods, <br />1� 4 <br />%5EC TION A -A <br />A— Y_ Washer V_ <br />(Tot. 2) <br />J Min. (:A <br />r o ds, (rot. 2) <br />4, ('All nment washer2" '0 <br />5E-C TION 8-8 '314. <br />V <br />z <br />lack weld lorod. <br />SECTION RAIL Pos r oN cuRsED SEC rIONS <br />Posr FoR THIN SLA8S <br />68 PO%5 T FOR THICK SL ASS <br />DImension A' will depend on cross slope of deck., <br />RAIL POST ON WAL L <br />height <br />width,. and cross slope of curb. If possible <br />C <br />use post with dimension 'A of 5 "or /0" 01herwIse BRICt;E DEPARTWEV VATE OF CALIFORVA <br />1-T CEPARTWENY CF KOLIC WORKS <br />DESIGN SECTION <br />6/59 4A. 1. 10- 1 (c) <br />G SP6CI'01 Post With G special dim ens Ion "A " wil I <br />pro"w IN$ g-er <br />(A be requIred, Use 1�2"Ionqrods In 1�2"wlde culebs. <br />i <br />If possIble, use scme, PO-51 throughout the <br />15?eIVC-1-1 <br />DESIGN 1"4 lW4-,44 451V IF0,40 <br />�z 4" structure. I E SOVO,9,4 IeOA�9, 41VO <br />DETA'LS <br />40J W QUANTITIE5 91 <br />METAL BEAM BRIDGE RA!,LING <br />SPECJF1CAT,,,%S 14 <br />Except 105 S&Wn! <br />it , <br />SCALE 2 0 <br />Ur'W 16 <br />OR16GE No. 17 a 6 <br />f <br />C. (Yt..'N f Y OF SAN JOAQWN <br />z'-jj 4 -9 <br />Wul Wiwi' UNAY STATE NO. 29C-101 <br />Cie __A <br />134 5- <br />8RID I f <br />'N <br />%% .%* _'i I <br />' 1)) 1 - 4 - � �_ 1 .1 iill)k 11 1 - - _ . A I _'t <br />