standard construction details - The Management System Parking Lot

1" PVC ELECTRICALCONDUIT, IF REQ’D. " P RIRRIGATIONEXPANSIONMATERIALMIN. SIZES:LINE(1" MAX.)BUBBLER9 GA. GALV. STEELCHAIN LINK FENCINGHEIGHT AS SPECIFIED6’-0" MAX.LINE POSTS-2" O.D. GALVANIZED STEEL PIPEWEIGHING 2.72 LB./FT.T E R M I N A L P O S T S - 2STEEL PIPE WEIGHING 3.65 LB./FT.T O P R A I L - 1 " O . D . GWEIGHING 2.27 LB./FT.MAX. SPACING BETWEEN POSTS = 10’-0"SYMMETRICAL ABOUT LC OF TRACKSC LTREE BALL6" PERFORATED PVC10’-0" 8’-0"AAINSIDE TREE WELL7 GA. TENSIONWIRETOP OF CURB5’-0"NOTE:GRATES WILL BE SECURELYANCHORED TO SEATS TOPREVENT MOVEMENT.WELDING WILL NOT BEPERMITTED.2" LAYER OFGRATES ASSPECIFIEDC L E A R 32’-6"3’-0"FOR CNR.OR TERMINALPOST11" 0 HOLEFILL POST HOLE WITH CONCRETEPAVEMENTGUTTERT.C.GRADERAILROAD HEADER6"4" SLEEVE FORIRRIGATION LINEPEA GRAVEL ON PLANSBUBBLER HEAD12" 12"6"WELDCHAIN LINK FENCECURB DETAIL AT RAILROAD91/2"1 /4"/FT SLOPE"D"DETAIL "D"#5 BAR1" PVC ELECTRIC CONDUITNOTE:10’-0"DIMENSIONS SHOWN ARE1’-6" 3’-7"#4 BARS12" O.C.BOTHWAYS4"NORMAL AND MAY VARYTO FIT EXISTING CON-DITIONS.PLANTING MIXTURE ASSPECIFIED3" SHARP WASHED SANDCRUSHED ROCK OR WASHEDG R A V E L S6"6 GA. GALV. STEELCHAIN LINK FENCING6" 36" USUAL6’-0" MAX.EXIST. DRAINVARIESSIDEWALKC4" SIDEWALK4" 0 PIPE26"6"6’-8"6" PVC PIPE (PIPE THROUGH TREEWELL IS TO BE PERFORATED WITHANY PIPE BETWEEN WELLS TO BESOLID)1’-0"MIN.PIPE SLEEVEHEADWALLFILL WITHJOINT COMPOUND8" MIN.4" 0 BLACK STEEL PIPE, LESSERSTRENGTH PIPE OF AN APPROVEDC8"3"TYPE MAY BE USED UNDER SIDEWALKWHEN ENCASED IN CONCRETE.C-CSECTION A-AREINFORCED CONCRETETREE WELLSGUARD FENCE FOR CULVERTS & WALLSP O S T S - 2 " O . D . S T E E L P IRAILINGS-2" O.D. STEEL PIPE WEIGHING 2.72 LB./FT.ALL POSTS AND FITTINGS TO BE GALVANIZEDCURB DRAIN-TYPE 2 " X 8 "CHECKERED STEEL COVER PLATE1" 6"1"TOP OF CURB " T H R EWITH STOP NUTTACK WELDED TOCHAIN. " G A L V A N I Z E D S TFOR ASPHALT PAVEMENT ON CONC. BASE,TREAT THE SURFACE AS DETAILEDBELOW FOR STREET HEADER.ALL WORK BETWEEN HEADERS TO BE DONEBY OTHERS UNLESS OTHERWISE SPECIFIED3" " X 3 " X 3WELDED TO PLATE NEAREACH CORNER3’-0" 2’-10"1" DRILLED HOLE 1" DRILLED HOLE7" POSTTREINF. CONC. PAVEMENTPVMT. BARS TO BE BENTDOWN INTO HEADER#3 BARSHEADER AND PVMT.TO BE MONOLITHIC2"2’-0"R O U N D E D TPVMT. PAY LINESYMMETRICAL ABOUT CL.6"4" 4"4"GUTTER LINE9" 5’-0"FRONT ELEVATION AT CURB FACEWOOD GUARD POSTRAILROAD HEADERPROPERTYCURB DRAIN-TYPE 1WOOD POSTS MUST BE TREATED WITHVARIESLINEPRESERVATIVE TO MEET AMERICAN WOODPRESERVERS ASSOCIATION STANDARDSPECIFICATIONS.NO PAINT NECESSARY " C1 " D R I L L E DBLOWN CLEAN & COATED WITHAPPROVED EPOXY RESIN)10" 12"EXPANSION JOINT FILLERPAVEMENT PAY LINE2"3:1 MAX.3"ASPH. SURF.3"VERTICAL FACEEXIST. PVMT.PROP. PVMT.PAY LINE FORSTREET HEADERFUTUREPVMT.8"CONC.BASETFUTUREPVMT.8"CONC.PVMT.TEXISTINGGROUNDVARIES9" MAX.APPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATION1" SMOOTH DOWEL x 1’-10"AT 2’-0" SPACING (COATWITH APPROVED EPOXYRESIN BEFORE INSERTIONINTO HOLE.)9"9"2"49"2"4#3 BARS ON 24" CTRS.15"6"SIDEWALKCURBDATE:MISCELLANEOUS DETAILS16"STREET HEADERWITH DOWEL16"PAVEMENT BARS TO BE BENT DOWN INTO HEADER.HEADER AND PAVEMENT TO BE MONOLITHICSTREET HEADER16"DETAIL FOR ITEM 320SIDEWALK CURBMISCELLANEOUSCONSTRUCTION ITEMSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119979002