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CANCELED by ERRATA No. 18-2 on APRIL 19, 2019

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CANCELED by ERRATA No. 18-2 on APRIL 19, 2019 Dist POST MILES SHEET TOTAL TOP OF EMBANKMENT COUNTY ROUTE TOTAL PROJECT No. SHEETS 9'-0" ELECTROLIER, 3'-0" 6'-0" SEE NOTE 6. TRANSITION FRONT 9'-0" OPEN JOINT TO MATCH DECK 1'-6" FACE OF BARRIER 6'-0" 3'-0" " 0 TRANSITION n OFESSIO " R N i - P A OR WALL JOINT WIDTH 9" REGISTERED CIVIL ENGINEER L 8 TRANSITION ' M D E E - 9" 9" 3 R N ' ENDS ARE SIMILAR E G T I 1 A S Tillat Satter N I FOR Reinf PULL BOX May 31, 2018 E G E E No. C42892 R PLANS APPROVAL DATE R 5" x 5" Exp. 3-31-20 THE STATE OF CALIFORNIA OR ITS OFFICERS CHAMFER S CIVIL T OR AGENTS SHALL NOT BE RESPONSIBLE FOR A A TE NI THE ACCURACY OR COMPLETENESS OF SCANNED OF IFOR COPIES OF THIS PLAN SHEET. CAL A77U1 A77U2 PULL BOX SEE NOTE 4 A 1" Galv PIPE SLEEVE PLAN 3'-0" FOR ANCHOR BOLTS OPEN JOINT TO MATCH DECK Min #5 @ 8, TOTAL 2 SLOPING FACE OR WALL JOINT WIDTH EACH SIDE OF PULL BOX END CAP (TYPE TC) #5 @ 16 VERTICAL FACE #5 @ 16 B ELECTROLIER LAP 1'-4" TRANSITION E THRIE BEAM #5 TOTAL 5 #5 @ 8 RAIL ELEMENT 2'-0" #5 @ 8, #5 x 6'-6", #5 x 6'-6" C FRONT N #5 TOTAL 4 3’-1" SEE SECTION A-A #5 @ 8 TOTAL 2 ELECTROLIER ANCHOR Tot 2 #5 Tot 2 NOTES: BOLTS, SEE NOTE 7 FACE OF BARRIER 1. Walls are to be backfilled before barrier is placed. PULL BOX 2. Clearance to reinforcingO steel in barrier to be 1", except as noted. Longitudinal reinforcement to stop at all expansion joints. PULL 3. Dimensions may vary with roadway cross slope and 2 BOX Y with certain thickness of surfacing. See Project Plans. 0 1 4. For typical metal railing connection details not shown, 2 8 EXTEND OR LAP LAP 1'-4" see Standard Plans A77U1 and A77U2. #5 Cont PLACE #5 B #5 TOTAL 4 B #5 @ 8, PLACE (4) #5 @ 8 EACH SIDE " @ 8, 2 EACH SIDE SEE SECTION- A-A 5. See Standard Plans ES-9A, ES-9B, ES-9C, ES-9D and ES-9E S #5 , FRONT9 FACE AND ELECTROLIER, TOTAL 9 #5 Cont, BACK FACE #5 @ 16 NOTE: for electrical details. The maximum number of conduits OF JOINT in the barrier is limited to two 2" conduits along with T Reinf for wall ELECTROLIER C TYPE 732A one 3" conduit. When a 3" conduit is used, it is METAL RAILING #5 TOTAL 2 joint shown E A DECK OR WALL JOINT (See Note 5) 8 restricted to the base of the barrier. CONNECTION N 6. For electrolier mounting details, See Standard D ELEVATION D 1 Plans ES-6A and ES-6B. A " 7. 0 Minimum concrete edge distance, to the reinforcing 3 R 1" 1'-0" 5" #5 @ 16 #5 - @ 16 shown, shall be maintained. Edge distance may be ' END OF WINGWALL 6 CHAMFER-Typ #5 @ 16 E 5 adjusted to accommodate increase in concrete 9" #5 TOTAL 10 1"± EXPANDED D " 2 cover for architectual treatment. 7 POLYSTYRENE " - 9 #5, TOTAL 10 ' 3'-0" 2 . " - 2 3 D " Min 9" 1'-8" P ' #5 TOTAL 10 #5 x 6'-3" L0 #5 @ 16 #5 @ 16 #5 @ 8 #5 TOTAL 2 1 1 E @ 16 " L " #5 @ 8 4 #5 @ 8 (TO BE T 1 3 8 - - O ' ' - o IN PLACE BEFORE CONSTRUCTION 1 4" A N ' 3 1’-3" 2 " DECK CONCRETE) 2 JOINT FINISH GRADE 6 E E 4" E #5 @ 16 E Min N E " E T CONSTRUCTION FINISH 0 S " 1 S O CONSTRUCTION #5 @ 8 #5 @ 8 CONCRETE DECK JOINT GRADE #6 x 6'-0" 0 1 N #5 TOTAL 5 - N JOINT OR FINISH GRADE LONG " ' 4 B 1 #5 @ 8 C- n ' #5 @ 12 i 2 1 #5 Cont M F F DECK Reinf #5 1 #4 Cont ALTERNATING #5 @ 12 Var 1 " " 1 #5 @ 16 #5 Cont Tot 8 6 #5 - 6 - ' TYPE 732 #5 - @ 16 1 #4 Cont 2'-6" N ' #5 TOTAL 4 5 POUR AGAINST 2 2-#5 4 Tot 2 EXTEND ALL 1'-0" UNDISTURBED A TOTAL 2 D 1"± EXPANDED 2'-0" LEG BARRIER 5 MATERIAL , 1'-0" Varies WINGWALL REINFORCING 14 Ga Galv SHEET METAL. POLYSTYRENE SPACED AS SHOWN, LONGITUDINAL A NOTE: TYPE 732B SEE Sec D-D. SEE PLAN VIEW Reinf 1" CHAMFER-Typ TYPE 732A Types 732A and TYPE 732A TYPE 732B T 732B are similar PULL BOX #5 TOTAL 3 1 " 9 3 6 #5 TOTAL 10 to Type 732 except TRANSITION #5 @- 8 #5 5'-0" , TOTAL 10 SLOPING FACE ' " as noted. C E #4 x 1'-0" 5" " 4 1'-0" 1 PULL 14 Ga Galv SHEET T LAP WITH #5 Cont TO VERTICAL 8 - 2 EACH SIDE 1 O BOX ' METAL OVER 1" PEDESTAL ELEVATION - FACE N " ' 3 A #5 @ 8 #5 x 6'-6", TOTAL 2 NEOPRENE STRIP. 0 #5 TOTAL 3 2 #5 E 1 " COAT TOP OF STRIP 8 E #5 TOTAL 4 S WITH GREASE. 2 FINISH #5 AND , TOTAL 3 CONSTRUCTION R EXTEND #5 FINISH GRADE SEE NOTE 4 JOINT GRADE #5 TYPICAL #5 Reinf TOTAL 2 " " " " L 0 2 1 " 0 - TRANSITION SLOPING - 1 #5 TOTAL 3 1 6 - STATE OF CALIFORNIA ' #5 @ 8 ' ' " - FACE TO VERTICAL #5 TOTAL 6, 1 2'-0" 2 ' 4 R1 I - DEPARTMENT OF TRANSPORTATION FACE Cont #5 TOTAL 4 1 1' #4 Cont #4 Cont #5CENTER x 6'-6" 1 2 EXTEND BACK WALL #5 CONCRETE BARRIER E 1 Reinf 2'-0" R LONG, TOP AND BOTTOM, TOTAL 2 LAPPING WITH #5 PULL BOX #5 TOTAL 3 TYPE 732 WINGWALL " SECTION B-B WINGWALL REINFORCING 3 Reinf #5 - @ 8 ' P SECTION F-F NO SCALE 6 r DRAIN TO LOW SIDE " l SECTION A-A 3 C SECTION D-D Details shown for barrierA anchorage to Type 732A. SECTION C-C SECTION E-E Anchorage for barrier Types 732 and 732A are similar to their respective details. See Notes See Notes B11-55 1-26-18.
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