5 4 Revised Standard Plan Rsp B11-54

POST MILES SHEET TOTAL 8" Dist COUNTY ROUTE TOTAL PROJECT No. SHEETS #4 @ TOP 2-#4 " 2'-0" 1'-3" 2'-6" 8 TYPICAL POST POCKET #5 @ 18 2-#5 x 4'-0", TOTAL 4 #4 x 1'-0", " #4 x 2'-6", TOTAL 2 REINFORCEMENT TOTAL 2 3 " ESS 0 OF IO PR NA - REGISTERED CIVIL ENGINEER L D ' E E R N 1 E G T I S Tillat Satter N I July 15, 2016 E G 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 TE NI THE ACCURACY OR COMPLETENESS OF SCANNED OF IFOR COPIES OF THIS PLAN SHEET. CAL JOINT SEAL, #4 Cont 3'-0" Min PULL BOX TO ACCOMPANY PLANS DATED #5 @" 18 SEE Std PLAN B6-21 10" LENGTH FOR PAYMENT OF 9" LENGTH FOR PAYMENT OF 4 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" ELECTROLIER ANCHOR 10'-0" Max x 10'-0" Max 2 BOLTS a " OPEN JOINT TO #5 @ 9 M 0 #5 @ 9 #5 @4 4, TOTAL 5 OMIT CHAMFER AT #4 TOTAL 4 MATCH DECK " 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 . Exp Jt D . 2-#4, TOTAL 6 . 10" . " . #5 @ 9 . 10" . 10" 10" 5 . 10" . " UTILITY #4 @ 18 Max . 4 #4 x 1'-6" S . #4 AND #5 , TOTAL 9 #5 @ 4, TOTAL 3 EACH . #4 @ 18 Max Exp Jt 1" Min . #4 @ 18 Max DUCT . #4 @ 18 . @ 18 . " 3'-0" SIDE OF PULL BOX TYPE 26A . T 0 ELECTROLIER n - #7 @ 9 " i ' DECK OR WALL JOINT 6 A M 3 See Note 6 #5 x 5'-10" @ 9 1" Dia Galv PIPE OR PVC PIPE ELEVATION A N 1" Galv HS BOLTS FORM VOID AREA BY WRAPPING DUCT SLEEVE OR 1" DRILLED HOLES D WITH PLATE WASHERS 1" CHAMFER, STRAIGHT METAL BOX SPACER 1'-0" 6'-2" WITH 15 LBS BUILDING PAPER OR EQUAL. AND NUTS, TOTAL 4 A . Typ (EXCEPT AS NOTED) 1" Galv HS BOLT WITH THRIE BEAM RAIL ELEMENT UTILITY DUCT VERTICAL FACE R WASHERS AND NUTS T " 9"9" #4 Cont, TOTAL 6 6 PLATE `B' N EXPANSION JOINT 2 D 2 E E " - TRANSITION RAILING (TYPE WB-31), 10" 1'-6" T ' " M #5 @4 18 E E n #5 x 5'-10" @ 9 1 3 SEE STANDARD PLAN A77U4 #4 @ 18 Y P i 1" Dia Galv Min R - A Type 26A barrier Y M SEE NOTE 8 ' C 3 #5 @ 9 P 8" P PIPE OR PVC PIPE T 2 similar to Type 26 2" N " 4" 5" x 5" 4" Min O SLEEVE OR 1" E 1 BRIDGE SIDEWALK R=" 1" Clr 2'-0" F except as noted. R 4" 3'-2" #4 Cont L CHAMFER C FG T DRILLED HOLES #5 @ 18 COVER O SEE NOTE 5 ON E 4" Min COVER O Typ I A R 3'-2" Typ N T STANDARD PLAN A77V1 R O I R n n 3'-0" " " " F M E " i A i N 2 1 I 8 8 E 0 M B M n ' - L #7 @ 9 S - " i - ' #4 @ 18 ' 0 " 8 M 1 3 FACE OF CURB " Conc DECK 1 1 END CAP #4 x 1'-6" 1 PLAN OR FG R " 1 - 1 (TYPE TC) TYPE H @ 18 #4 Cont @ 18±, ' 5 ' 6" 2 - S TOTAL 4 Min #4 @ 18 END CAP (TYPE A) Â "A" FRONT AND BACK OF To be used unless 0 BRIDGE " SEE NOTE 8 9"9" BOLTED CONNECTION, TOTAL 4. otherwise shown on PERMISSIBLE Const Jt P Â "A" RAILING plans. SEE CURB DETAIL MGS #5 x 5'-4" @ 18 TYPE 26A B " TYPE 26 " Off bridge deck p 9 CURB DETAIL 3 y - " On bridge deck ' 1 - T p 9 1 ' y - 1 2 ' T SIDEWALK 1 SIDEWALK NOTES: - SURFACE ELEVATION BACK OF SIDEWALK 1. For Chain Link Railing notes and details not shown, see Standard Plan 8. A maximum of five - 4" and a minimum of two - 4" 5 ELEVATION B11-52. round openings for future utilities. Openings are to 4 5" be sealed at ends and extended 8" minimum past end of sidewalk if not used. Duct forms are to be tied down. 6" METAL RAILING CONNECTION 2. For Handrailing notes and details not shown, see Revised Standard PARAPET = Plan RSP B11-51. Minimum of 6" from face of rail to utility opening. See POST POCKET TO BRIDGE RAILING Standard Plan B14-3 for minimum spacing between conduit, 3. Dimensions will vary with cross slope and with certain thicknesses of and for details at joints. 8" See Note 9 1'-0" surfacing. See Project Plans. " 6" #4 8 , 9. For typical metal railing connection details not shown, " 4. Walls are to be backfilled before railing is placed. see Standard Plans A77V1 and A77V2. TOTAL 2 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" should be protected by a separation traffic barrier. 4" x 5" x 9" OR 6. See Project Plans for electrolier locations and pull box type. 5" x 9" POST POCKET STATE OF CALIFORNIA 8" 7. For electrical details, see Standard Plans ES-9A, ES-9B, Revised DEPARTMENT OF TRANSPORTATION 2-#4 x 2'-6" 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.

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