J111 - J136A - Laserfiche WebLink

Home Browse Search

FED. ROAD ""'AL $MEET TOTAL 7// DIV.No YEAR No $MEETS I V S ( STATE vRaJ. No. C/off 9 7 N/a cha,;y CALIF. Limit of payment Limit of payment DIST COUNTY ROUIr $FCTION 6NEET $MEETOTALS NO T I �Y S.✓ 293 26 � .PCV. — /Vofe s , f7d Post / 11 i 5— " and rod dimensions. 1 -94 6-3 Post Spacing 2 ,e, rk'. -/4-59 Approx. OEIDGE EMGIM[[• C. 1 EN EtM LIEF MSE SSSS Rev. addsd plate Pos> boll hole Aar%/ �1 _ ,,$[dcfion A-A• ,i/e/'f D.TEA...oYED�_ Notes: TZ: I 12 ! At rail splice nearest expansion joint in bridge deck, slot holes in movable 8 X /4 sp/ice bolts 2 section of roil to a//ow some amount of movement as is provided in bridge 34" 8 per joint. 2" 44" 44 " 2 " It deck. Place Ts asbestos sheet pocking between roil elements. Adjust bolts Lop in direction to provide sliding fit and set threads. PLAN Terminal section /a of traffic Post bolt slot Aped I Use 3'- 6"posts whenever possible. All anchor rods to have hex. nuts. on traffic face Provide lock washers for top anchor rods. Weld 2e x4'x; plates on Ac posts _ — when using /4 anchor rods. Contractor to provide meta/ shims to align posts. Space posts to clear expansion joints by /�-O"min. to f post. Posts 0 . to be nized er ilings on I I �i �� ' 3 x 2 walls to be s/aced after walls are backfilled./Bend ods'f necessaryn�o i� P ' slot maintain minimum clearance on superelevoted slabs. `►� 29 61�IF/5. 5 x1 � " See Special Provision for rail element. I� 32 e slotted holes II AL TERNAT/VE END DETA/L i-6asbestossheet pocking of expansion joints only. CROSS SECT/ ON EL EVA TION NOTE: 'Place end post on shoulder I I ii I I if structure does not accommodate RA IL SPL / C E /2 � 6 " unit length. 12" Round hole. Set post in I position and fill with P. C.C. I i 'i I I A 6 .-3" 6 L,3 Allow 32 Face to face of rail B 6 -3 6 -3 AHow 32 Face to face of rail I L-u-j I ! "bolt (/ only) 'bolt (l only) ELEVATION -l — - ,� — END POST ON SHOULDER 6 Ac-15. 5 N _CZ 1K y 619 /5. 5 N ,c N a, �' ; N Cl) 3 min. o 3';r4 x0 -6- 3 min. / o � . ,� 2 32 y. v hl /4 X l -6 , (rot. 2) o o N / " Jc " i LD Washer 5 max. ` J 32 0 / xl-6 rods,(Tot. 2) 3x4 x0 -62 c a -- I -� 9- washer G Q h h a. 11 h a Q 4 Q ,. 11p 2X4- XO-52 N jy a . .� 3x4-XO -62 o h washer v o 'a /! washer 3 c N s — - cut �� ., washers / / �I 2 X XO 5 i; SECTION A -A '� I 4 x /-O rods, o z — ;.� — _ c !� washer 2 10 Q1 3 " min. A (Tot. 2) N 3� 0 11 i __ ` Z _ _ "' SECT/ON B-B Alignment washer 2'X4 ":r /=0 " � rods,(Tot. 2) tack weld to rod. � _ = SECT/ON RAIL POST ON CURBED SECT/ONS POST FOR TH/N SLABS B POST FOR THICK SLABS RAIL POST ON WALL Dimension 'A " wi// depend on cross slope of deck, O I r height, width, and cross slope of curb. /f possible ;i use post with dimension 'A " of 5"or/0" Otherwise BRIDGE DEPARTMENT STATE OF CALIFORNIA o special post with ospecies/ dimension "A " w/ll ' ' DESIGN SECTION ' 6/59 DEPARTMENT OF PUBLIC WORKS 4A . 1 . 10 - 1 (c) DIVISION OF HIGHWAYS be required. Use l A 2"long rods in /=2"wide curbs. Project Designer I_— Chief Designer _ /f possib/e, use some post throughout the � DESIGN, Z � structure. W H DETAILS -- ? D p _-- -- QUANTITIES I„ 11 -1 METAL BEAM BRIDGE RAILING " SPECIFICATIONS R> ---- II. .n�,�I>pery — — - - — s _ V f• III•arA Ar'plDVll tcr<,.mmrDere r. SE,G Except , I os shown XS-9-621 . .. . r.l'.An svlvmral .Es SCALE /p -0/ -O I-P. D G E FILE I DRAWING 112 PREL. DRAW NG No P- `�• ♦ V//_11 7