2016 ROAD & BRIDGE STANDARDS - …

1 PLANDETAIL A6"BACKFILL IS PLACED BEHIND BARRIER,THE ENGINEER. LOCATE WITHIN LOWERCONCRETE MEDIAN BARRIER MB-7D,7E,7F 16 "16 "9 "9 "DOWELS AND OPTIONAL CONSTRUCTIONVIRGINIA DEPARTMENT OF TRANSPORTATIONREFERENCESPECIFICATION5021 05 road AND BRIDGE STANDARDSREVISION 1 OF ADDITIONAL CONCRETE SHALL BE INCLUDED IN UNIT PRICE BID PER LINEAR FOOT OFWITH BOTTOM OF PAVEMENT COURSE IN WHICH BASE TERMINATES; HOWEVER, THE COSTDEPTH OF CONCRETE BASE MAY BE EXTENDED AT THE CONTRACTOR'S OPTION TO COINCIDE FOR RIGID BARRIER SYSTEMS. SUGGESTED MAXIMUM FLARE RATEBRIDGE PIER OR OTHERMEDIAN OBSTRUCTIONVARIABLE WIDTHTRANSITIONMB-7 DTO BE PAIDTO BE PAIDMB-7 EVARIESJOINT SEAL1'-4 "1'-4 "FLARE RATE SEE TABLESEE DETAIL AVARIES2'-0" TO 3'-0"2'-0" IF BASE IS POUREDUSED BELOW CONSTRUCTIONCLASS C-1 CONCRETE MAY BEIF POUR IS MONOLITHIC, DOWELSOPTIONAL CONSTRUCTION BE @ 4'-0" C-C.(IF REQUIRED) 8X8" DOWELS 3"3"7"6"2"6" "6"9 "23 "DELINEATORBARRIER ALT.

2 TOP1" R BAR 4 DEFORMED2'-8"1'-10"4 "2 "HARDWARE CLOTHGRADEFINISHEDWEEP HOLE WITH12"X12" PLASTICHARDWARE CLOTH " MESH ORINCH, MESHGALVANIZED STEELWIRE DIA. FIRMLYTO OUTSIDE OFSTRUCTURE. "4 " "9 "VARIESSEALER2"4"16 "3"3"7"4 "2'-8"1'-10"2 "16 "9 "2 "10" R7"3"MIN. 18"6"2'-8"1'-10" "4 "16 "2 "9 "MB-7 DMB-7 EMB-7 FBARRIERDELINEATOR#4 " ":1'(TYP.)10" R(TYP.)10" RFINISHED GRADEJOINTFIBERBARRIERDELINEATOR5X8" DOWELS@ 30" C-COF BARRIER TO DRAIN TO WITHIN LOWER SLOPE FACEAPPROVED BY THE 10' CENTERS UNLESS OTHERWISE3" DIA. WEEP HOLES TO BE TO BE IN ACCORDANCE WITHDOWELS & OPTIONAL CONST. JOINT #####GRADATION REQUIREMENTS 68, 78, OR 8 CRUSHED GLASS MEETINGSANDY GRAVEL, ORSAND, SANDY LOAM,CONSISTING OF COARSELIMITS OF PROJECTAVAILABLE WITHIN THE 8, OR LOCAL MATERIALAGGREGATE 68, 78,#############OR 8 GRADATION " AGGREGATE 68, 78, 8 OR CRUSHED GLASS MEETING 78 FLARE RATESDESIGN SPEEDSHYLINERATEFLARE SHYBEYONDLINERATEFLARE MPHSHY LINEINSIDE50403013:116:121:126:130:18:11 0:114:118:120:110' ' '7060LS8'5'DELINEATORBARRIERWEEP HOLE WITH 12"X12" PLASTICHARDWARE CLOTH " MESH ORGALVANIZED STEEL WIRE, INCH NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLYTO OUTSIDE OF THROUGH WEEP HOLES ARE OR 8 GRADATION X 6" WIDTH, CRUSHED GLASS MEETING 78,4" AGGREGATE 68, 78, 8, OR3" DIAMETER WEEP HOLES TO BEPROVIDED ON 10' CENTERS WHENUNLESS OTHERWISE APPROVED BY SLOPE FACE OF BARRIER TO DRAINTO ARE TO BE IN ACCORDANCEWITH.

3 BE PROVIDED IN BOTH FOOTING AND BARRIER AT THE SAME JOINTS FOR CRACK CONTROL AND EXPANSION JOINTS ARE TO IF THE CONTRACTOR ELECTS TO USE THE OPTIONAL CONSTRUCTION JOINT, WITH A MAXIMUM SPACING OF 20 FEET JOINTS ARE TO COINCIDE WITH JOINTS IN ADJACENT PAVEMENTOVER THE ENDS OF THE REINFORCING AND CONTRACTION JOINTS. A 2" CONCRETE COVER IS REQUIREDHORIZONTAL REINFORCING STEEL BARS ARE TO BE SEPARATED AT ALL COST OF DELINEATOR TO BE INCLUDED IN THE PRICE BID FOR MEDIAN TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF TOP DESIGN SHOWN ON MB-7D. MAY ALSO BE APPLIED TO MB-7E AND MB-7F. DELINEATOR SIZE, COLOR, AND SPACING TO BE IN ACCORDANCE WITH THE ONCOMING SURFACE OF BARRIER DELINEATOR IN ALL INSTANCES, TO BE FACING CONCRETE MEDIAN BARRIER MAY BE CAST IN PLACE OR BARRIER IS NOT PERMITTED FOR PERMANENT road & BRIDGE STANDARDS2016 road & BRIDGE STANDARDS