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<br /> X- SJ-FAS 548 (3 )
<br /> _ T_HORNTON_ ROAD
<br /> u . FED. ROAD FISCAL SHEET TOTAL
<br /> S4ATE PROJECT NO.
<br /> DIV. N0. YEAR N0. SHEETS
<br /> CALIF S-543(3) 19-M
<br /> X 4 %" -jn" bolt Sleeve !t6" lWe in sleeve
<br /> slotted hofs , •
<br /> ------ __ 3/8"nut COUNTY OF SAN JOAQUIN
<br /> Sleeve formed of 3lslr R h>s q
<br /> 1 for slicing
<br /> COUNTY ROAD COMMISSIONER
<br /> ELf- VATI®N fit Inside of roll tube. Tock weld 31 nut Ins/de of CIVIL ENGINEER LICENSE NO, 11988
<br /> 31t?"i sleeve for , " hex hd. HS bolt cic e end of l bPs ,
<br /> W/11b 4116
<br /> if .... ,...
<br /> Ip �6 x 4Jp _ �„ _ _ S// �. 2// ,_4,.- . S� - ��"¢holes near �' post bait hole
<br /> slotted hole Roadway fore of tube
<br /> r F Sr eeve
<br /> for side 1
<br /> + .,_ i end OOSt
<br /> .
<br /> 4" 6 Wc` 25. 0
<br /> �8 boll 3 ': '_r2 or motch deck jt, see Alote S
<br /> Ede of slotted hole PLAN SLEE!/E
<br /> DETAIL A TUBE SPLICE _ 7 ng� yp l�Q"t
<br /> 4�Ur`rr�rr, 6`_, "max- post spacing '
<br /> Length for payine,91'
<br /> r
<br /> PLAN
<br /> 2 joints In one panel staggered as shown
<br /> permitted only at deck expansion joints.
<br /> #4 6 . Total 5 per past kC Post Cut washer
<br /> / x •�� dla hale _ 1,Q„ t
<br /> $- 2!i" -34 stud boll 1 Yp
<br /> See Note 5
<br /> „ 11 /,♦. ,,- 4 `/min. Detou
<br /> 3•X %¢ R Q - T t -
<br /> washerHex nut
<br /> R .
<br /> Fu1i penetration
<br /> I � -
<br /> t ,
<br /> Lock washer
<br /> butt weld
<br /> Deck
<br /> X I AS BUIL - p
<br /> FF k ex oinl
<br /> F7 Ir T. r w 11 --
<br /> i/�y X / 6 Flange �.__
<br /> • H.S. bolts*-! - fi slotted hole l � � U L �_ _
<br /> (tcit, 2) j h; of,6W� 5 CORRECTIONS BY 9 min _
<br /> 1 I
<br /> Top of deck or slotmova/k
<br /> NO CHANGES l-6 min
<br /> DATE
<br /> bolts -
<br /> r (tot 2) DETAIL . B _ STUD BOLT
<br /> RAIL ELEV,4TION
<br /> r
<br /> SEG"TI O/✓ 44,/d HS. bolts A =lQ it
<br /> OHS. bolts RAIL POST' ON WALL W .
<br /> NO TES
<br /> Square cut or grind
<br /> A __5qucre Cut or grind ti B x t / Posts shat/ be verticod .
<br /> 6 KF ,5. 0 z 6 t_ 25-Q \ 3%2' 3 "L� /(7,54structurad r ,
<br /> 3 °A 3%�" 10, 50 structural ``e �' tube raiirng 2 Tubing shall be shop bent to fit horizon to/ Curve when curve rad/us is less than 950
<br /> tube railing *{ > ` , 3 Tubing shall be parallel to vertical alignment.
<br /> ° ►- \� __ , I' ) r, 4 Contractor to provide metal shims to all gn posts .
<br /> l*" x 1*16N slotted , .�'
<br /> Detail 8 1111 '4 1�6 " vel Detail B g posts , with o minimum
<br /> r /6 � i � Q 5 Tubing shall be continuous over not less than 3 intermediate -
<br /> holes - --� _ r , / " slotted holes " length of 3 panels except as noted.
<br /> 1 0X 2 C3 HS rods (threaded both ' _ 3/4r *` X 1`S HS rods (threaded both g p
<br /> ends), tot 2 (with 3 hex nuts) 3fvrr !±� -j ends), tot 2 (with 3hex nuts) or 6 va/vanize roll assembly after fabrication ,
<br /> fix �� �, �. " , r. T Space posts to provide /-'6 min clear between expansion joints and lC of post .
<br /> or 1 Q f,'S. bolts (lot 2) 44 X 1' r� NS. bolts (tot 2) p p
<br /> S/ot for vert �`' S/ot for vers �I ;ti,
<br /> r j adjustment�� �, Loc` I r ~° Lock ,-/ l // / 8 . Rall )amts in top and bottom tubes at deck expansion joints shall provide
<br /> ,'t washer - f- 3 f¢ X 0 T I�? washer adjustment -.� o " /4 X Q- T R washer allowance for movement equal to width of deck joint with corresponding dncreose
<br /> washer 9 1 p 9
<br /> Com°._-, in length of sleeve.
<br /> �
<br /> ..� _ g
<br /> ( C
<br /> i ( _l. � , t_ � __ 3�2 _ 9 Rolling on bridge wengwal/s to be placed after wails are backfilled .
<br /> t(� °�! CV I (� •
<br /> • !O , Stud boll nuts sha/l be torqued to 175 ft. lbs.
<br /> �`. 4t
<br /> YD.
<br /> kt y �� "' w ! 1 . Anchor bolt nuts shall be wrench light.
<br /> �,1 Plate } ` � �- Q,S fI washer � �' �-
<br /> `„�A x
<br /> b'a/t dia ► rvsherS � '► .J '"„ _ —
<br /> j BSP/DGf N-9 14(3¢
<br /> 5. • i �
<br /> ktM.Qr••l. ii !f 9 rr ` �._.�1 q - H „1� bolts
<br /> (tot, 2) ir ' Bolt d1a r- /
<br /> y s..Cii.j�!n/�J.. X ✓ry A.�i� r4 `~*S{y�'' / � Cr
<br /> i w 4 s x or 5
<br /> R waIsher
<br /> + TAi F CAL
<br /> -- F iANIA
<br /> '2 '�� Xn ✓ H5thrproded rods 8 / 68
<br /> ' RANSP0Iq n IJN AGENCY XS
<br /> (�EPAFiMENT Of PtllCw,'FlHS 9 -90
<br /> ytr r..v sroN cf I, ,NV %vg
<br /> HJrods
<br /> .t}
<br /> �,,/ +t+
<br /> _ % 1040 HIOrP C�L TE r BRIDGE
<br /> SE•MON A A R,4 IL PO5'T DETAILS Th!/ iI_ SL A:9', SEC' "/C l '�. _ 1L _ POST D ` T.� B �5 THICK' SLAB
<br /> __.
<br /> _ —__-_ - TPIP1 E 94
<br /> tall)
<br /> ` ..,W ` METAL TUBE_ BRIDGE RAILIN ', SHEHH I t
<br /> r"♦ BRIDGE POST IDRAWING
<br /> r
<br /> h �Y
<br /> ' NDMIIE I HD rppEUY1pAP"E Sl A4E ONLY'
<br /> `A/^1.,j NEVISQ14 DATES '� 2
<br /> 1N
<br /> . ', I G+:emend p;:.rh hp'ortng! eorher re.h•or' c'mn —.. ,�
<br /> :-
<br /> E CLJ
<br /> x
<br /> 5:>
<br /> ;'w1,� '¢f ETr. a"♦, Y ,» , ,y ry .I+
<br /> k. .1 , .',• F.. . '• { N.♦ )1,. v .6J_',f:,, rv'-.. i' vSi a F . ,n • _ y tle x, S', n r 'n v.- ♦ k v -
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