standard construction details - The Management System Parking Lot

VARIABLE0’-8" TO 1’-2"V#5FIXED OBJECT4"REINFORCEMENT POSITION WITHRESPECT TO THE OUTSIDE SURFACEFOR TYPE 3 BARRIER IS THE SAMEAS SHOWN FOR CMB TYPE 2, EXCEPTAS DETAILED ON SECTION B-B.OUTSIDE FACE DIMENSIONS AND SLOPESFOR TYPE 3 ARE THE SAME AS FOR TYPE 1.BAR T (#4) @ 12" " O G A L V A N I Z E2"411212"BAR T #4LENGTH 8’-0" USUAL & MAX.SPACING. MAY BE FIELD BENT.1" ACP OR EQUIVALENTLATERAL SUPPORT1"EXTRA BARS AS REQUIRED TOHOLD GALVANIZED BARS.822" 4" 4" 2"STANDARD SECT.FENCE SPAN BETWEEN END POSTSTO BE DETERMINED BY LIGHT POLESPACING AS SHOWN ELSEWHERE IN PLANS2 " O N O M . D I A " E Y E B O LWITH SHOULDER WASHERAND LOCK WASHER#5’S X 6’3 ’TENSION BAND1’-6" 1’-6"LIGHT POLE 1C LBARS (Y )#41 FOR DETAILS OF LIGHT POLE INSTALLATIONSEE PG. #9009END POST CAP " X " P SL6" 5" 5" 4" 4"6" 6" 6" 6" 6" 6" 6"BARS S (#4) BARS S (#4)1 1CLBARS J(#4)5’-0"3"2’-6"3"PULL POSTPAYMENT LENGTH FOR TYPE 3 CONCRETE MEDIAN BARRIERCHAIN LINK FABRIC1" MESH #9 GAGEKNUCKLE TOP & BOTTOMTENSION WIRE (#7 GAGE COIL SPRINGWIRE W FABRIC TIES @ 14’ C/C) FABRICTIES #9 GAGE (GALV.)& " - 7 S T R A NPULL CABLEBARS V1 " L IWITH CAP MAX C/C12’-6"M A L L E A B LSTANDARD FLOOR FLANGE(GALV.) TO BE FASTENED TOCONC. IN MANNER SATISFACTORYTO ENGINEER. FLANGE OFFSETFROM C L OF BARRIER SO FACEOF LINE POST IS ALIGNEDWITH FENCE.3’ 9 GAGE TIES PER LINE POST4"10"1’-7"3"2"26" 6"1 ’ 1 ’2 ’TYPICAL SECTION TYPE 2(ROADWAY BARRIER)STANDARD SECTION (TYPE 2)2"1"R1210"R212BARS V (#5)1222’-9"BASE MATERIALDIMENSIONS SHALL BE ADJUSTEDACP 1"+ OR EQUIVALENTWHEN 1" ACP IS NOT USEDLATERAL SUPPORTFOR LATERAL SUPPORT THESEACCORDINGLY.BE "HAND FINISHED" CLASS CONCRETE.* CONCRETE MEDIAN BARRIER WALL SHALL(TYPE 2)VARIABLE LENGTH-WIDTH TRANSITION @ 501VARIABLEVARIABLE LENGTH-WIDTH TRANSITION @ 50112’-6"AFIXED OBJECTSBCOARSE AGGREGATE BACKFILL (UNCOMPACTED)A12’-6" TRANSITION TO STANDARD1" R " P U N C6"ABATYPE 3 BARRIER PLAN" S T E E L B OFLAT & LOCK WASHER,HEX NUTPULL CABLE SHACKLE DETAILCAP TO BE GALVANIZEDMALLEABLE IRONTYPE APROVED BYENGINEER " D R I L16"1C MEDIAN BARRIERL " O " O1 3" 3"12 " O NPOST @ 5.79#/L.F.GALV. ASSEMBLYAFTER WELDINGATTACH PULL-CABLESHACKLE TO ANGLE ONEND POST ONLY1 " S T A NFLANGE PLAN2"1IN PLATE3’-0"212’-2"12L 3 " X 3 1 " N O M .POST X 2.72 #/FT.& CAP ELEVATIONBARS S 1 (#4) " X " S T& " X 1 " C A R R IVARIABLE " X 1 " F LSTRETCHER BAND2 ’ - 3 "1 " O W E E P H O6SECTION A-ATYPE 3 BARRIERSIDE TO BE CONSTRUCTED ATLOCATION TO BE DESIGNATED BYTHE ENGINEER.1 ’ - VARIABLE 1 ’ -31"" O x 0ANCHOR BOLTSW/ HEX. NUTS &LOCK WASHERS2 " N O M . S T E E L PDETAILS OF STRETCHER BARS & BAND6" MIN.2" SECTION B-B4" 4" 2"TYPE 3 BARRIERELEVATION END & PULL POST6"O P E N J O I N T 1NO. 2 SPIRALCMB TY 2HOOPING, ONE FLATTURN, TOP & BOTTOM1’-0"1’-7"#5 BARS X 6"CENTERED ATPOLEBARS Y2"2’-9"4" 10"3"TYPICAL SECTION ROADWAY BARRIER(CAST IN PLACE) AT LIGHT POLE10’RV BARS #5FINISHED SURFACEOF ROADWAYANCHOR ORTERMINAL ELEVATIONCUNLESS SHOWN 1’-6" O OTHERWISE DRILLED SHAFT IN THE FOUNDATION PLANS. x 4’-0"C5’-0"BEGIN BRIDGESECTION1’-6" DIA6-#6SEC. C-CC MEDIANLBARRIER221’-5"1’-5"1’- 6" DIA.2" 6"PITCH 2"4’-0" USUAL6 #6 BARSFIELD BEND AS REQ’DTO CLEAR INSIDE OFMEDIAN BARRIERREINFORCEMENT.APPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:MISCELLANEOUS DETAILSCONCRETE MEDIANBARRIER DETAILSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASBARS Y 1 (#4)TYPICAL ANCHOR OR TERMINAL SECTIONDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119979008