Standard Traffic Barrier – Bridge DWG Section for AutoCAD

Standard Traffic Barrier – Ground – sections – details – dimensions – specification

Drawing labels, details, and other text information extracted from the CAD file:

bridge design engr., supervisor, designed by, checked by, detailed by, bridge projects engr., prelim. plan by, revision, app’d, bridge sheet no., sheet, sheets, date, job no., standard, traffic barriers, pedestrian barrier, plan:, conduitexpjt:, elevation:, no:name, text:callout, junction box:, section:, nut:, bkrnd:, section:left, detail:title, dimchain:, plan:conduit, plan:box, tail:left, elevation:joint, pedestrian barrier

Raw text data extracted from CAD file:

Bridge Design Engr. Supervisor Designed By Checked By Detailed By Bridge Projects Engr. Prelim. Plan By Architect/Specialist REVISION BY APP’D BRIDGE SHEET NO. SHEET OF SHEETS DATE SR JOB NO. SHEET STANDARD TRAFFIC BARRIERS PEDESTRIAN BARRIER DETAILS 3 OF 3 \fBridgeTech|b0|i1|c0|p34;LT \fBridgeTech|b0|i1|c0|p34;TS \fBridgeTech|b0|i1|c0|p34;10′-0″ MIN. TO 20′-0″ MAX. PLAN: PLAN: PLAN: PLAN: \fBridgeTech|b0|i1|c0|p34;¾” CONDUITEXPJT: \fBridgeTech|b0|i1|c0|p34;CONDUIT EXPANSION FITTING \fBridgeTech|b0|i1|c0|p34;CONDUIT FITTING – (TYPE AX FOR MOVEMENT OF ± 2″) AT BRIDGE EXPANSION JOINTS CONDUITEXPJT: \fBridgeTech|b0|i1|c0|p34;CONDUIT DEFLECTION FITTING A \fBridgeTech|b0|i1|c0|p34;CONDUIT FITTING – TYPE DX FOR DEFLECTION OF 30° AND ¾” MOVEMENT. PLACE AT CONDUIT PIPE EXIT FROM STRUCTURE \fBridgeTech|b0|i1|c0|p34;1′-2″ \fBridgeTech|b0|i1|c0|p34;CONCRETE \fBridgeTech|b0|i1|c0|p34;CONCRETE \fBridgeTech|b0|i1|c0|p34;½” PREMOLDED JOINT FILLER SEE STANDARD PLANS \fBridgeTech|b0|i1|c0|p34;¾” \fBridgeTech|b0|i1|c0|p34;CONCRETE \fBridgeTech|b0|i1|c0|p34;SOIL \fBridgeTech|b0|i1|c0|p34;8′-0″ MIN. (L TYP.) \fBridgeTech|b0|i1|c0|p34;L (TYP.) \fBridgeTech|b0|i1|c0|p34; ¢ J-BOX & BARRIER PANEL \fBridgeTech|b0|i1|c0|p34;180′-0″ MAX. \fBridgeTech|b0|i1|c0|p34; ¢ J-BOX & BARRIER PANEL \fBridgeTech|b0|i1|c0|p34; ¢ J-BOX & BARRIER PANEL \fBridgeTech|b0|i1|c0|p34;180′-0″ MAX. \fBridgeTech|b0|i1|c0|p34; ¢ J-BOX & BARRIER PANEL \fBridgeTech|b0|i1|c0|p34;LABEL JUNCTION BOX COVER IN ACCORDANCE WITH STANDARD PLAN J-11a AND SPECIAL PROVISIONS. ADJACENT JUNCTION BOXES ARE SHOWN CENTERED BETWEEN ADJACENT DUMMY JOINTS. IF THE DISTANCE BETWEEN ADJACENT DUMMY JOINTS IS 16′-0″ OR GREATER, PLACE ADJACENT JUNCTION BOXES SYMMETRICALLY ON EITHER SIDE OF THE CENTER OF ONE DUMMY PANEL WHILE MAINTAINING 8′-0″ MINIMUM BETWEEN CENTER LINES OF THE JUNCTION BOXES. ELEVATION: ELEVATION: no:name TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;CONDUIT DEFLECTION FITTING WITH INTERNAL BONDING JUMPER TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;3″ MIN., 6″ MAX. (CONDUIT AND THREADS CAST OUTSIDE STRUCTURE) TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;2″d CONDUIT PIPES OR SIZE CONDUIT PER WIRING SCHEDULE TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;STAINLESS STEEL COVER SCREWS (TYP.) TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;BUNDLE R1 #5, R2 #5 OR R9 #5 ADJACENT TO EACH END OF JUNCTION BOX (TYP.) TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;#4 x 3′-6″ (TYP.) TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;WHERE CONDUIT IN A STRUCTURE IS ROUTED ACROSS A JOINT, WRAP STEEL CONDUIT PIPE FOR 1′-0″ ON EACH SIDE OF JOINT. PIPE WRAP TAPE SHALL BE 2″ WIDE, 20 MIL THICK, AND INSTALLED WITH A MINIMUM OF 1″ OVERLAP TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;CONDUIT PIPE TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;START TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;END TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;¾” POLYSTYRENE FOAM. WRAP 1½ TIMES AROUND CONDUIT AND CONDUIT FITTING TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;CONDUIT PIPE SIZED PER WIRING SCHEDULE TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;BONDING JUMPER TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;CONDUIT EXPANSION FITTING TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;EXPANSION JOINT TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;3′-0″ LONG EXPANDED POLYSTYRENE SLEEVE AROUND CONDUIT. DUCT TAPE SEAMS AND ENDS TO SEAL AND PREVENT CONCRETE FROM BONDING WITH FITTING AND CONDUIT TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;CONDUIT PIPE TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;THRIE BEAM OR W-BEAM GUARDRAIL TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;END OF BRIDGE OR WALL TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;JUNCTION BOX SIZED PER ELECTRICAL PLANS. LABEL JUNCTION BOX LIDS AS SHOWN (TYP.) TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;CONDUIT EXPANSION FITTING (TYP. AT EXPANSION JOINT) TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;TRAFFIC BARRIER ON STRUCTURE TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;CONDUIT DEFLECTION FITTING A WITH INTERNAL BONDING JUMPER. SEE DETAIL THIS SHEET TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;2 STEEL CONDUIT TO PVC ADAPTORS IN STATIONARY FORM BARRIER WHERE PVC PIPE INSTALLED IN BARRIER TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;TYPICAL AT END OF MODIFIED TRAFFIC BARIER END SECTION WHERE THRIE BEAM END SECTION “DESIGN F” STD. PLAN C-7a OR GUARDRAIL END SECTION “DESIGN D OR F” STD PLAN C-5 IS USED \fBridgeTech|b0|i1|c0|p34;PLAN \fBridgeTech|b0|i1|c0|p34;TRAFFIC BARRIER TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;STEEL CONDUIT TO PVC ADAPTOR IN STATIONARY FORM BARRIER WHERE PVC PIPE INSTALLED IN BARRIER TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;10′-0″ STEEL CONDUIT SECTION BETWEEN CONDUIT DEFLECTION FITTING A AND PVC CONDUIT IN STATIONARY FORM BARRIER TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;STEEL CONDUIT SECTION BETWEEN CONDUIT DEFLECTION FITTING A AND JUNCTION BOX TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;SECURE CONDUIT AND BOX TO REBAR TO PREVENT MOVEMENT TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;WHERE CONDUIT IN A STRUCTURE IS ROUTED ACROSS A JOINT, WRAP STEEL CONDUIT PIPE FOR 1′-0″ ON EACH SIDE OF JOINT. PIPE WRAP TAPE SHALL BE 2″ WIDE, 20 MIL. THICK, AND INSTALLED WITH A MINIMUM OF 1″ OVERLAP TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;É”d POLYETHYLENE OR COPPER PIPE DRAIN TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;JUNCTION BOX ~ 8″ x 8″ x 18″ NEMA 4X IN STATIONARY FORM BARRIER, ADJUSTABLE NEMA 3R IN SLIP FORM BARRIER. JUNCTION BOX CAN BE RECESSED UP TO ”. TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;2 ~ STAINLESS STEEL MOUNTING TABS (TOP & BOT.) TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;BUNDLE R2 #5 OR R9 #5 ADJACENT TO EACH END OF JUNCTION BOX (TYP.) TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;2 ~ 10′ STEEL CONDUITS TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;CURB LINE TEXT:CALLOUT TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;JUNCTION BOX & PULL BOX (TYP.) NEMA 4X STAINLESS STEEL WITH BOLT-ON LID OR EQUAL. FOR SIZE & LOCATION, SEE JUNCTION BOX TABLE TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;CONDUIT DEFLECTION FITTING A TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;BLOCKOUT FOR CONDUITS \fBridgeTech|b0|i1|c0|p34;MODIFY THE FOLLOWING TO MATCH PROJECT REQUIREMENTS: 1. BARRIER END SECTION. 2. REMOVE GUARDRAIL IF NOT CONNECTED TO BRIDGE ITEM. 3. CONDUIT ALIGNMENT \fBridgeTech|b0|i1|c0|p34;NOTE TO DESIGNERS \fBridgeTech|b0|i1|c0|p34;TS JUNCTION BOX: \fBridgeTech|b0|i1|c0|p34;LT JUNCTION BOX: \fBridgeTech|b0|i1|c0|p34;TS JUNCTION BOX: \fBridgeTech|b0|i1|c0|p34;LT \fBridgeTech|b0|i1|c0|p34;SECTION \fBridgeTech|b0|i1|c0|p34;A SECTION: \fBridgeTech|b0|i1|c0|p34;SECTION \fBridgeTech|b0|i1|c0|p34;B NUT: BKRND: GDS:TEX:CONCRETE:26 GDS:TEX:CONCRETE:26 DIMCHAIN:TEX:CONCRETE:26 \fBridgeTech|b0|i1|c0|p34;1′-0″ DIMCHAIN:TEX:CONCRETE:26 \fBridgeTech|b0|i1|c0|p34;1″ \fBridgeTech|b0|i1|c0|p34;TIES @ 2½” \fBridgeTech|b0|i1|c0|p34;1″ SECTION:Left \fBridgeTech|b0|i1|c0|p34;B SECTION:Left \fBridgeTech|b0|i1|c0|p34;A DETAIL:TITLE \fBridgeTech|b0|i1|c0|p34;CONDUIT DEFLECTION FITTING B \fBridgeTech|b0|i1|c0|p34;CONDUIT FITTING – TYPE DX FOR DEFLECTION OF 30° AND ¾” MOVEMENT. CONDUIT PIPES PLACED THROUGH RETAINING WALL TRAFFIC BARRIER SHALL BE FITTED WITH DEFLECTION FITTINGS AT A MAXIMUM SPACING OF 120′. THE DEFLECTION FITTINGS SHALL BE PLACED AT THE TRAFFIC BARRIER OPEN JOINT THAT COINCIDES WITH THE RETAINING WALL STEM EXPANSION JOINT NEAREST TO THE TRANSVERSE CONSTRUCTION JOINT IN THE WALL FOOTING. DETAIL:TITLE \fBridgeTech|b0|i1|c0|p34;ELEVATION DETAIL:TITLE \fBridgeTech|b0|i1|c0|p34;CONDUITS & J-BOX IN TRAFFIC BARRIER GDS:TEX:PLASTER:88 GDS:TEX:PLASTER:88 \fBridgeTech|b0|i1|c0|p34;1″ \fBridgeTech|b0|i1|c0|p34;TIES ~ SPACE @ 2½” MAX. \fBridgeTech|b0|i1|c0|p34;1″ DIMCHAIN: \fBridgeTech|b0|i1|c0|p34;2′-0″ \fBridgeTech|b0|i1|c0|p34;2′-0″ MIN. (TYP.) PLAN:conduit PLAN:box \fBridgeTech|b0|i1|c0|p34;LT PLAN:box \fBridgeTech|b0|i1|c0|p34;TS Tail:Left ELEVATION:JOINT ELEVATION:JOINT ELEVATION:JOINT ELEVATION:JOINT Pedestrian Barrier Details 3 of 3