2 6 3 #5 TOTAL 4 #5 TOTAL 3 #5 @ 8 1" CHAMFER-Typ CHAMFER-Typ 1" similar to their respective details. Anchorage for barrier Types 732 and 732A are Details shown for barrier anchorage to Type 732A. JOINT CONSTRUCTION 2'-0" DECK Reinf
REINFORCING WINGWALL SEE 1'-2"
1 #5 @ 8 ' - NOTE 3
4 JOINT CONSTRUCTION C #5 @ 16 "
E #5 @ 16 11" 10" METAL RAILING #4 Cont 3'-0" LAP 1'-4"
1'-6" CONNECTION
A77U1
4" SECTION A-A 9'-0" SEE SECTION A-A #5 @ 8, TYPE 732 A77U2 1'-0" TRANSITION 1'-0" #5 Cont, BACK FACE #5 , FRONT FACE AND
R A 6'-0"
5" A OR WALL JOINT WIDTH OPEN JOINT TO MATCH DECK 1 DECK CONCRETE) IN PLACE BEFORE #5 @ 8 (TO BE Varies #5 @ 8 #5 TOTAL 10 #5 TOTAL 10 9" 1 1 2 #5 OR FINISH GRADE CONCRETE DECK #5 Cont EXTEND OR LAP #5 Cont 1'-0" 8 " " 3'-4
2 R 1 #5 @ 8 N @ 16 FOR Reinf ENDS ARE SIMILAR FACE FACE TO VERTICAL TRANSITION SLOPING LAPPING WITH #5 Reinf 2'-0" EXTEND BACK WALL WINGWALL REINFORCING 6'-3" P 2'-8" DECK OR WALL JOINT SEE NOTE 3 #5 @ 8 GRADE FINISH
2 EACH SIDE #4 x 1'-0" 2'-8" A SEE NOTE 3 #5 @ 16 #5 @ 8 C #5 #5 @ 16 JOINT CONSTRUCTION
1
4'-6" ' @ 16 #5 x 6'-3" - #4 Cont 4
R @ 16 "
#5 11" SECTION B-B TYPE 732A OR WALL JOINT WIDTH OPEN JOINT TO MATCH DECK EACH SIDE OF PULL BOX #5 @ 8, TOTAL 2 PULL OF JOINT @ 8, 2 EACH SIDE PLACE #5 BOX T E I TOTAL 2 #5 x 6'-6", 1'-0" #5 TOTAL 10 1 PULL BOX #5 TOTAL 2 #5 x 6'-6", TOTAL 2 1 #5 Cont #5 TOTAL 6, DRAIN TO LOW SIDE L 1'-0" 6" A
FINISH GRADE L PULL BOX Reinf TYPICAL EXTEND #5 @ 8
1
' PULL ELEVATION #5 Cont Tot 8 - 10" BOX NOTE: as noted. to Type 732 except 732B are similar Types 732A and 3 " " B B 2'-7 #5 MATERIAL UNDISTURBED POUR AGAINST PLAN ALTERNATING #5 @ 12 SECTION C-C joint shown Reinf for wall NOTE: See Notes JOINT CONSTRUCTION BOLTS, SEE NOTE 7 ELECTROLIER ANCHOR #5 @ 16 E #5 TOTAL 4 3'-0" #5 TOTAL 5 Min 3" TOTAL 2 #5 4"
Clr 1 TYPE 732B BOTTOM, TOTAL 2 LONG, TOP AND #5 x 6'-6" CENTER WITH GREASE. COAT TOP OF STRIP NEOPRENE STRIP. METAL OVER 1" 14 Ga Galv SHEET #5 TOTAL 3 N D ELECTROLIER #5 @ 16 (See Note 5) 9"
9 #5 @ 8 1'-0" #4 Cont #5, TOTAL 10 Reinf WINGWALL #5 @ 12 Tot 2 #4 Cont 5'-0" 1'-6"
2'-4 " GRADE FINISH Tot 2 #5 x 6'-6" SECTION D-D o 3'-0" SEE NOTE 6. ELECTROLIER, ELECTROLIER Min
SEE Sec D-D. 14 Ga Galv SHEET METAL. 2'-6" Min , ELECTROLIER, TOTAL 9 PLACE (4) #5 @ 8 EACH SIDE
# #5 TOTAL 2 2-#5 PULL 5 1'-8" BOX
C C
B LAP WITH #5 Cont #5 , TOTAL 10 #5
@
#5 @ 16 .
2'-6" #5 Tot 2 8 5'-0" POLYSTYRENE 1"± EXPANDED FACE OF BARRIER TRANSITION FRONT FINISH GRADE #5 PULL BOX #5 TOTAL 4 #5 @ 8 TYPE 732A
2'-0" 2 Y @ 16 SECTION E-E VERTICAL FACE
1TYPE 732A See Notes TRANSITION TOP OF EMBANKMENT TRANSITION 1'-0" A A FACE OF BARRIER FRONT
SLOPING FACE 6'-0" 9" D D 0
8 TYPE 732B LAP 1'-4" 9'-0" 5" END OF WINGWALL 2'-2" POLYSTYRENE 1"± EXPANDED FACE TO VERTICAL SLOPING FACE TRANSITION SEE NOTE 4 3'-0"
#5 TOTAL 2 1 E E SEE SECTION A-A #5 @ 8,
#5 @ 8 #5 #5 @ 16 #5 TOTAL 3 #5 TOTAL 4 9"
3’-1 " 9"
- FOR ANCHOR BOLTS 1 " Galv PIPE SLEEVE
1'-6" PULL BOX 9 END CAP (TYPE TC) 3'-0"
CHAMFER 5" x Min
SECTION F-F 2 SEE NOTE 4 NOTES: 7. 6. 5. 4. 3. 2. 1. RAIL ELEMENT THRIE BEAM cover for architectual treatment. adjusted to accommodate increase in concrete shown, shall be maintained. Edge distance may Minimum concrete edge distance, to the reinforcing restricted to the base of barrier. one 3" conduit. When a conduit is used, it in the barrier is limited to two 2" conduits along with for electrical details. The maximum number of conduits See Standard Plans ES-9A, ES-9B, ES-9C, ES-9D and ES-9E Plans ES-6A and ES-6B. For electrolier mounting details, See Standard
with certain thickness of surfacing. See Project Plans. Dimensions may vary with roadway cross slope and
Walls are to be backfilled before barrier is placed.
see Standard Plans A77U1 and A77U2. For typical metal railing connection details not shown,
at all expansion joints. except as noted. Longitudinal reinforcement to stop Clearance to reinforcing steel in barrier be 1",
#5 TOTAL 5 #5 TOTAL 4
#5 AND , TOTAL 3 CONCRETE BARRIER SEE PLAN VIEW SPACED AS SHOWN, COPIES OF THIS PLAN SHEET. THE ACCURACY OR COMPLETENESS OF SCANNED OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE STATE OF CALIFORNIA OR ITS OFFICERS Dist REGISTERED CIVIL ENGINEER Var PLANS
#5 TOTAL 3 2'-0" LEG May 31, 2018 DEPARTMENT OF TRANSPORTATION
O COUNTY APPROVAL PEDESTAL ELEVATION STATE OF CALIFORNIA F TYPE 732 NO SCALE 9" ROUTE
DATE 1'-8" 1’-3 " N
Min TOTAL PROJECT POST MILES
F E G I R ST
B11-55 E
S R No. Reinf LONGITUDINAL BARRIER EXTEND ALL T E
Exp. A D
LONG #6 x 6'-0" T
Tillat Satter
E P
R O
CIVIL O F
F
3-31-20
C42892
E
SHEET
C S
A
L No. S
I I
F
O O
R N
N A
I L
SHEETS
A
TOTAL E
N
G
I
N R E E
1-26-18
5 5 - 1 1 B N A L P D R A D N A T S 8 1 0 2