POST MILES SHEET " Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS #4 @ TOP " 1'-3" 2-#4 8 2'-0" 2'-6" TYPICAL POST POCKET 2-#5 x 4'-0", #4 x 1'-0", REINFORCEMENT #5 @ 18 " #4 x 2'-6", TOTAL 2 3 "

0 O F E S S I O R N A

P - REGISTERED CIVIL ENGINEER L D ' E E R N 1 E G T I S Tillat Satter N I

E

G

July 15, 2016 E E No. C42892 R PLANS APPROVAL DATE R Exp. 3-31-18 THE STATE OF CALIFORNIA OR ITS OFFICERS S CIVIL T OR AGENTS SHALL NOT BE RESPONSIBLE FOR A A T E N I THE ACCURACY OR COMPLETENESS OF SCANNED O F F O R COPIES OF THIS PLAN SHEET. C A L I

PULL BOX TO ACCOMPANY PLANS DATED JOINT SEAL, #4 Cont 3'-0" Min " SEE Std PLAN B6-21 9" LENGTH FOR PAYMENT OF #5 @ 18 4 10" LENGTH FOR PAYMENT OF CHAIN LINK RAILING TYPE 7 PLAN #4 , TOTAL 4 @ PULL BOX TUBULAR HANDRAILING ELECTROLIER 5'-0" Min 6'-0" Min 5'-0" Min 3'-3"

10'-0" Max x

ELECTROLIER ANCHOR 2

10'-0" Max a

" BOLTS OPEN JOINT TO #5 @ 9 M 0

#5 @ 4, TOTAL4 5 #4 TOTAL 4 #5 @ 9 MATCH DECK OMIT CHAMFER AT "

EACH SIDE OF JOINT JOINT WIDTH ELECTROLIER 1 2-#5 , TOTAL 4 5

9" R ±

9" E " 9" 0

V - ' 3 I

TOP OF DECK S

OR ROADWAY E

...... D ...... Exp Jt ......

2-#4, . . . . " 10" ...... #5 @ 9 . . . 10" 10" 5 . . . . .

10" " . . . 10" . . UTILITY #4 @ 18 Max ...... 4

. . . S . . . #4 @ 18 Max #4 x 1'-6" #4 AND #5 , #5 @ 4, EACH Exp Jt 1" Min . . . . . DUCT . . . #4 @ 18 Max . . #4 @ 18 . . . . .

" @ 18 TYPE 26A 3'-0" . . SIDE OF PULL BOX . T 0

ELECTROLIER n - " i

#7 @ 9' 6

DECK OR WALL JOINT A M 3 See Note 6

#5 x 5'-10" @ 9 N 1" Dia Galv PIPE OR PVC PIPE ELEVATION A 1" Galv HS BOLTS SLEEVE OR 1" DRILLED HOLES FORM VOID AREA BY WRAPPING DUCT D WITH PLATE WASHERS 1" CHAMFER, STRAIGHT METAL BOX SPACER 1'-0" 6'-2" WITH 15 LBS BUILDING PAPER OR EQUAL. A . AND NUTS, TOTAL 4 Typ (EXCEPT AS NOTED) THRIE BEAM RAIL ELEMENT UTILITY DUCT 1" Galv HS BOLT WITH VERTICAL FACE R T

WASHERS AND NUTS " 9" 9" #4 Cont, TOTAL 6 6 N 2 PLATE `B' D

2 EXPANSION JOINT E E

" -

T TRANSITION RAILING (TYPE WB-31), ' 1'-6"

10" " M 4

#5 @ 18 E

E n 1 3

Y #5 x 5'-10" @ 9

SEE STANDARD PLAN A77U4 #4 @ 18 P i R

Min -

1" Dia Galv A

Y Type 26A barrier M '

SEE NOTE 8 C 3 P P 8" PIPE OR PVC PIPE #5 @ 9 T 2 N

" 2" similar to Type 26

4" 5" x 5" O E 4" Min 1 SLEEVE OR 1" BRIDGE SIDEWALK 2'-0" F R=" R 1" Clr except as noted. L C 3'-2" CHAMFER #4 Cont T FG 4" COVER O

DRILLED HOLES #5 @ 18 E

SEE NOTE 5 ON O 4" Min COVER

Typ I

A R

N

3'-2" Typ T STANDARD PLAN A77V1 R O I

R n n " " " F M

E 3'-0" " i A i

N 2 I

1 8 8 E 0 M B M n

- ' L S

#7 @ 9- " i - ' '

#4 @ 18 " 8 M 0 1 3 " Conc DECK 1 1

FACE OF CURB 1 PLAN END CAP #4 x 1'-6" OR FG R " 1 - 1 (TYPE TC) ' TYPE H @ 18 5 #4 Cont @ 18±, ' 6" 2 TOTAL 4 Min - S END CAP (TYPE A) #4 @ 180 BRIDGE Â "A" FRONT AND BACK OF To be used unless "

SEE NOTE 8 P BOLTED CONNECTION, TOTAL 4. otherwise shown on  "A" RAILING 9" 9" PERMISSIBLE Const Jt SEE CURB DETAIL MGS plans. #5 x 5'-4" @ 18 TYPE 26A B "

" TYPE 26 Off bridge deck p 9

3 CURB DETAIL y - " ' 1 On bridge deck - T p 9 1 ' y - 1 2 ' T

SIDEWALK 1 SIDEWALK NOTES: - SURFACE ELEVATION BACK OF SIDEWALK A maximum of five - 4" and a minimum of two - 4" 5

1. For Chain Link Railing notes and details not shown, see Standard Plan 8. 4 ELEVATION B11-52. round openings for future utilities. Openings are to 5" be sealed at ends and extended 8" minimum past end of METAL RAILING CONNECTION 2. For Handrailing notes and details not shown, see Revised Standard sidewalk if not used. Duct forms are to be tied down. PARAPET = 6" Plan RSP B11-51. Minimum of 6" from face of rail to utility opening. See TO BRIDGE RAILING Standard Plan B14-3 for minimum spacing between conduit, POST POCKET and for details at joints. 8" See Note 9 1'-0" 3. Dimensions will vary with cross slope and with certain thicknesses of " 6" surfacing. See Project Plans. #4 , 8 9. For typical metal railing connection details not shown,

" see Standard Plans A77V1 and A77V2. TOTAL 2 4. Walls are to be backfilled before railing is placed.

9 PARAPET = ELECTROLIER PER POST AND ANCHOR BOLTS 5. Clearance to reinforcing steel in curb and railing to be 1" except 10. This barrier is to be used only for speeds of 45 MPH or as noted. Longitudinal reinforcement to stop at all expansion joints. less. For speeds greater than 45 MPH, pedestrians 2-#4 x 1'-0" 4" x 5" x 9" OR should be protected by a separation traffic barrier. 5" x 9" POST POCKET 6. See Project Plans for electrolier locations and pull box type. STATE OF CALIFORNIA 2-#4 x 2'-6" 8" 7. For electrical details, see Standard Plans ES-9A, ES-9B, Revised DEPARTMENT OF TRANSPORTATION Standard Plans RSP ES-9C, RSP ES-9D and RSP ES-9E. CONCRETE BARRIER TYPE 26 POST ANCHORAGE DETAIL 4" Typ NO SCALE RSP B11-54 DATED JULY 15, 2016 SUPERSEDES STANDARD PLAN B11-54 Applies to Chain Link Railing Type 7 and DATED OCTOBER 30, 2015 - PAGE 314 OF THE STANDARD PLANS BOOK DATED 2015. Tubular Handrailing. See respective EDGE OF Standard Plans for additional details. SECTION A-A DECK REVISED STANDARD PLAN RSP B11-54

6-28-16