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:

border:graph, 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, border:outline, bdm big border:, h:rebar, typsec:, text:callout, grade:left, detail:title, standard, traffic barriers

Raw text data extracted from CAD file:

Border:Graph 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 \fBridgeTech|b0|i1|c0|p34;SR \fBridgeTech|b0|i1|c0|p34;JOB NO. \fBridgeTech|b0|i1|c0|p34;SHEET Border:Outline Border:Outline BDM Big Border: H:REBAR \fBridgeTech|b0|i1|c0|p34;TERMINATE EACH CONDUIT PIPE AT SEPARATE JUNCTION BOXES OFF END OF BRIDGE AS SHOWN ON LAYOUT. \fBridgeTech|b0|i1|c0|p34;ALL OTHER REGIONS: \fBridgeTech|b0|i1|c0|p34;STUB OUT & CAP 3′-4″ FROM END OF BRIDGE BARRIER, EXCEPT TERMINATE IN JUNCTION BOX WHERE AND WHEN SHOWN ON LAYOUT. \fBridgeTech|b0|i1|c0|p34;The non-applicable text should be removed from the actual bridge plans. \fBridgeTech|b0|i1|c0|p34;NW REGION: \fBridgeTech|b0|i1|c0|p34;Note to Designer: \fBridgeTech|b0|i1|c0|p34;1′-0″ \fBridgeTech|b0|i1|c0|p34;2′-6″ \fBridgeTech|b0|i1|c0|p34;90° \fBridgeTech|b0|i1|c0|p34; S3 S4:REBAR \fBridgeTech|b0|i1|c0|p34;6″ \fBridgeTech|b0|i1|c0|p34;6″ \fBridgeTech|b0|i1|c0|p34;1′-6″ MIN. (TYP.) \fBridgeTech|b0|i1|c0|p34;3′-0″ \fBridgeTech|b0|i1|c0|p34; B2 #4 & W2 #4 OR S4 #4 – SPA. @ 1′-6″ MAX. \fBridgeTech|b0|i1|c0|p34; B1  #5 & W1 £#5 OR S3 £#5 – SPA. @ 9″ MAX. \fBridgeTech|b0|i1|c0|p34;3″ MAX. \fBridgeTech|b0|i1|c0|p34;TOP OF SIDEWALK \fBridgeTech|b0|i1|c0|p34;¢ DATE NUMERALS (INSIDE FACE) (SEE STD. PLAN E-1) \fBridgeTech|b0|i1|c0|p34;TOP OF RDWY. SLAB \fBridgeTech|b0|i1|c0|p34;2 B4 #6 CONTIN. \fBridgeTech|b0|i1|c0|p34;CONDUIT DEFLECTION FITTING WITH INTERNAL BONDING JUMPER \fBridgeTech|b0|i1|c0|p34;¢ BLOCKOUT FOR CONDUITS \fBridgeTech|b0|i1|c0|p34;2″d RGS CONDUIT PIPES (TYP.) OR SEE WIRING SCHEDULE FOR CONDUIT SIZE \fBridgeTech|b0|i1|c0|p34; B3 #4 \fBridgeTech|b0|i1|c0|p34;2 B3 #4 CONTINUOUS \fBridgeTech|b0|i1|c0|p34;1′-0″ \fBridgeTech|b0|i1|c0|p34;1′-3″ \fBridgeTech|b0|i1|c0|p34;90° \fBridgeTech|b0|i1|c0|p34; S4 \fBridgeTech|b0|i1|c0|p34;2′-11″ \fBridgeTech|b0|i1|c0|p34;8″ \fBridgeTech|b0|i1|c0|p34;1′-6″ \fBridgeTech|b0|i1|c0|p34;3½” \fBridgeTech|b0|i1|c0|p34;3½” \fBridgeTech|b0|i1|c0|p34;THRIE BEAM END SECTION DESIGN “F” (SEE STD. PLAN C-7a) \fBridgeTech|b0|i1|c0|p34;W-BEAM END SECTION DESIGN “F” (SEE STD. PLAN C-7) \fBridgeTech|b0|i1|c0|p34;OUTSIDE ELEVATION PEDESTRIAN BARRIER GUARDRAIL CONNECTION \fBridgeTech|b0|i1|c0|p34;(WHERE SHOWN ON LAYOUT) \fBridgeTech|b0|i1|c0|p34;1′-10″ \fBridgeTech|b0|i1|c0|p34;1′-8×” \fBridgeTech|b0|i1|c0|p34;6″ \fBridgeTech|b0|i1|c0|p34;1′-6″ \fBridgeTech|b0|i1|c0|p34;10½” \fBridgeTech|b0|i1|c0|p34;TOP OF RDWY. SLAB \fBridgeTech|b0|i1|c0|p34;USE ¾” EDGER \fBridgeTech|b0|i1|c0|p34;SURFACE FINISH TO BE EQUIV. & PARALLEL TO RDWY. SURFACE \fBridgeTech|b0|i1|c0|p34;TYPICAL SECTION \fBridgeTech|b0|i1|c0|p34;PEDESTRIAN BARRIER \fBridgeTech|b0|i1|c0|p34;FORMED BARRIER EDGE \fBridgeTech|b0|i1|c0|p34; B3 #4 CONTINUOUS WITH 2′-0″ MIN. SPLICE \fBridgeTech|b0|i1|c0|p34;SLAB REINF. (TYP.) SEE OTHER PLAN SHEETS FOR DETAILS \fBridgeTech|b0|i1|c0|p34;FORMED DECK EDGE \fBridgeTech|b0|i1|c0|p34; B3 #4 \fBridgeTech|b0|i1|c0|p34;CONST. JT. WITH ROUGHENED SURFACE \fBridgeTech|b0|i1|c0|p34; S4 #4 \fBridgeTech|b0|i1|c0|p34;¾” CHAMFER (TYP.) \fBridgeTech|b0|i1|c0|p34;10″ \fBridgeTech|b0|i1|c0|p34;6′-6″ SIDEWALK \fBridgeTech|b0|i1|c0|p34;2′-8″ * \fBridgeTech|b0|i1|c0|p34;12 \fBridgeTech|b0|i1|c0|p34;1½ TYPSEC: \fBridgeTech|b0|i1|c0|p34;MIN. HEIGHT. PEDESTRIAN BARRIER HEIGHT MAY VARY IF REQUIRED TO PROVIDE A SMOOTH PROFILE. \H1.200000x;Include in Superstructure Barlist. \fBridgeTech|b0|i1|c0|p34;* ** \fBridgeTech|b0|i1|c0|p34;MOD. 8′-0″ PEDESTRIAN BARRIER END SECTION (TYP.) \fBridgeTech|b0|i1|c0|p34;1′-10″ MIN. 2′-6″ MAX. (TYP.) \fBridgeTech|b0|i1|c0|p34;EXPANSION JOINT (WHERE SHOWN ON LAYOUT) \fBridgeTech|b0|i1|c0|p34;VARIES – 6′-0″ TO 9′-6″ (SECTION ADJACENT EXP. JOINT) \fBridgeTech|b0|i1|c0|p34;8′-0″ (TYP.) \fBridgeTech|b0|i1|c0|p34;SIDEWALK JOINTS WITH ½” PREMOLDED JOINT FILLER AT 24′-0″ MAXIMUM SPACING. ALIGN WITH BARRIER JOINTS \fBridgeTech|b0|i1|c0|p34;FACE OF THRIE BEAM OR W-BEAM GUARDRAIL (2 SECTIONS) \fBridgeTech|b0|i1|c0|p34;END OF BRIDGE OR WALL \fBridgeTech|b0|i1|c0|p34;EDGE OF SLAB \fBridgeTech|b0|i1|c0|p34;INSIDE BARRIER FACE \fBridgeTech|b0|i1|c0|p34;CONDUIT EXPANSION FITTING (TYP. AT EXPANSION JOINT) \fBridgeTech|b0|i1|c0|p34;THRIE BEAM OR W-BEAM GUARDRAIL CONNECTION TO TRAFFIC BARRIER SEE DETAILS THIS SHEET AND SEE STD. PLAN C-3, C-5, AND C-7 or C-7a. \fBridgeTech|b0|i1|c0|p34;SEE “PEDESTRIAN BARRIER 2 OF 3″ SHEET FOR BLOCKOUT DETAILS \fBridgeTech|b0|i1|c0|p34;A \fBridgeTech|b0|i1|c0|p34; \fBridgeTech|b0|i1|c0|p34;? \fBridgeTech|b0|i1|c0|p34;C \fBridgeTech|b0|i1|c0|p34;? TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;TOP OF SIDEWALK TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;TOP OF SIDEWALK TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;3Õ” TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;4″ TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;BEVEL BOTH ENDS TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;¢ ¾” CHAMFER OR ½” HALF-ROUND DRIP GROOVE TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34; B2 #4 TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34; B4 #6 CONTINUOUS WITH 3′-8″ MIN. SPLICE TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;FOR BP RAILING ANCHORAGE DETAILS SEE BR. SHT. ?? TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34; ** £#4 @ 1′-6″ TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;VERTICAL TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34; B1 #5 TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34; S3 £#5 TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34; ** £#4 @ 1′-6″ MAX. TEXT:CALLOUT TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;PROVIDE 5 – ×”d ROCKET/KOHLER F-50, LANCASTER MALLEABLE, OR DAYTON/RICHMOND F-62 FLARED THIN SLAB FERRULE INSERTS OR APPROVED EQUAL. (RESIN-BONDED ANCHORS MAY BE SUBSTITUTED) TEXT:CALLOUT TEXT:CALLOUT \fBridgeTech|b0|i1|c0|p34;TOP OF ROADWAY GRADE:LEFT \fBridgeTech|b0|i1|c0|p34;-0.02’/FT DETAIL:TITLE \fBridgeTech|b0|i1|c0|p34;PLAN \fBridgeTech|b0|i1|c0|p34;TRAFFIC BARRIER \fBridgeTech|b0|i1|c0|p34;BARRIER CONTINUOUS BETWEEN ROADWAY EXPANSION JOINTS. CONSTRUCTION JOINTS WITH SHEAR KEYS ARE PERMISSIBLE AT DUMMY JOINT LOCATIONS. FORM JOINTS BETWEEN DUMMY JOINTS SHALL NOT BE PERMITTED. DETAIL:TITLE \fBridgeTech|b0|i1|c0|p34;OUTSIDE ELEVATION \fBridgeTech|b0|i1|c0|p34;END OF MODIFIED PEDESTRIAN BARRIER STANDARD TRAFFIC BARRIERS Pedestrian Barrier Details 1 of 3