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J <br />atL lmil of payment <br />9' " 6 =3" Post spacing <br />A pprox. <br />`�- Post bolt hole <br />PLAN ' <br />Terminal section lopped <br />on traffic face <br />-f` - <br />0. <br />_ II <br />6 Hr 15. 5 <br />�I <br />�I <br />II <br />I I <br />I <br />L imit of payment <br />s <br />/,52„ <br />s � <br />.-- -k, <br />1 � r <br />I <br />I �1 0 1 �( <br />1f ( rr <br />I 1 <br />it <br />AL TERNA T/ VE END DE TA IL <br />Used This <br />NOTE.' Place end post on shoulder <br />I it i j if structure does not accommodate <br />I ' <br />I I ii I /2 = 6 " unit * length. <br />12" Round hole. I <br />Set post in I I li I I <br />position and <br />fill with P. C.C. <br />I L-u-J I <br />I � <br />ELEVATION <br />END POST ON SHOULDER <br />3 "min. <br />3"X4 x 0'-61 " �. <br />f Washer <br />s <br />Q ' <br />2 = <br />SECTION <br />RAIL POST ON WAL <br />IF3 min. <br />5 "rnox <br />A <br />aQ � <br />V f f„/,. <br />RAIL POST ON CURBED SECTIONS <br />Dimension 'will depend on cross slope of deck, <br />.L A " height, width and cross slope of curb. if <br />use ost with dimension 'A4 of 5 "or /0" possible <br />e <br />p <br />a special post with a special dimension "A "will <br />be required. Use l � 2 "long rods in / =2" wide curbs. <br />if possible, use some post throughout the <br />structure. <br />. <br />Square cut <br />or grind.,, <br />dI <br />5 / /2z„ <br />r N <br />9 x /4 sp/ice bolts = } <br />34 " 8 per joint. 2' 4,� „ 44 „ 2 ,} <br />Lop in direction <br />of traffic � Postl bolt s/o> <br />I <br />A M.— <br />A — - - <br />IV <br />s/ot <br />_ slotted holes <br />rZ asbestos sheet packing <br />at expansion joints only. <br />CROSS SECTION EL E VA IT/ON <br />RA IL SPL ICE <br />t <br />W. <br />A 6'-3" 6 3" Allow 3 Face to face of roil <br />..bolt O only) <br />_ -4e - a <br />CZ <br />6 NF/5.5 <br />_ N y N H <br />IN ,o -4c. l xl1-61;(Tot. 2) ,,.0 0 <br />M <br />X — - f washer •F <br />_ — 0 2 x w x0-5 o <br />r . f - washer `l <br />Bolt dio. f l/6 - -4 1—re washers <br />� -� / -O � rods, <br />� <br />SECTION A- A M E 4 x IW <br />CA (Tot 2J `^— <br />POST FOR THLN .&ABA <br />/ <br />Notes: <br />At rail splice nearest expansion joint in bridge deck, slot holes in movable <br />section of roil to allow some amount of movement as is provided in bridge <br />N <br />deck. Place asbestos sheet pocking between roil elements. Adjust bolts <br />to provide sliding fit and set threads. <br />Use 3-6 "posts whenever possible. All anchor rods to have hex. nuts. <br />10 Provide lock washers for top anchor rods. Weld 21X 4'X4 plates on PW posts <br />when using / anchor rods. Contractor to provide metal shims to align <br />posts. Space posts to clear expansion joints by O"min. to if post. Posts <br />and anchors to be galvanized after fabrication. Railings on retaining <br />walls to be placed after walls are backfi/led. Bend rods if necessary /o <br />maintain minimum clearance on supere/evoted slobs. <br />6H22. 5 posts may be substituted for 6WF/5.5 posts at Contractor's <br />option. <br />2 %8' x 4 "x %4"plates shown on 6WF15. 5 posts not required on <br />6H22.5 posts. <br />B 6'-.3 16' 3" A /low 32 " Face to face of roil <br />A <br />I = « <br />bolt (l only) <br />0 <br />- 6 NIc-15. 5 <br />h 3 � <br />N - / l "xl� 6"rods, (Tot. 2) <br />- � = 4 --- o <br />v \ r <br />a <br />`f 0 4 <br />O dio. o c ' , 4 3 x4. x0 -6 co y <br />♦ U 9 =4 washer ,, c <br />2 xZ x0-5,4 <br />4 c <br />I washer 3 1 <br />" 1" `.3 Ix /- 0 "rods (Tot. 2) <br />SECTION 8-8 washer 2 x4 /� , <br />tack weld to rod. <br />B - POST FOR THICK SLABS <br />STATE NO. 29C-212 <br />State of California <br />THE RECLAMATION BOARD <br />MORMON SLOUGH 17L00D CONTROL PROJECT <br />COUNTY or SAM JOAOUIM <br />COPPEROPOLIS ROAD BRIDGE AT MORMON SLOUGH <br />NO.1101 <br />METAL BEAM BRIDGE RAILING <br />AS BUILT <br />FLANS <br />PREPARED: DILTIL: APPROVED: R.E. `797 <br />toss <br />Constr. <br />En f'r. <br />--Jury <br />— <br />ED: R E. IZ257 %� vwcocik- <br />NOWaRO S. S59T. CHIEF ENG9. <br />9.c <br />- --- — — -- <br />- - --- -SHEET <br />—'—JO <br />SOtJ, ASSOC. EtJGR. W.R• TR. 2 •99q <br />REVISION DATE <br />� <br />DESCRIPTION By A►► D <br />8 <br />RECOMMENDED: R.E. 8399 <br />CON/ pK f flElO SK <br />C Of E fllE SCAIE <br />OF <br />MAP <br />IcAae�- I --- <br />- <br />C ONI1 D 31GV4 t C0145TR. r Q6A <br />FILE NAME J DRAWER J SHEET NO. <br />126 - <br />