standard construction details - The Management System Parking Lot

A. APPROVED WELDED WIRE FABRIC SHEETS MAY BE USED IN LIEU OF "6"6"3"6’- 0"2"6" 6"2’-0" 2’-0"#3 BARS ON 24" CTRS.VALLEY GUTTER6"NORMAL CROWN FORTHOROUGHFARES N O R M A L CFOR LOCAL &COLLECTOR STREETS6"MINOR ARTERIALS AND PRINCIPALCOUPLETS WILL MAINTAIN NORMALCROWN THROUGH INTERSECTIONS OFLOCAL AND COLLECTOR STREETSWITHOUT VARIATION.25’25’ N O R M A LTRANSITION NORMAL CROWNCROWN ADJUSTMENTSFOR LOCAL ANDVALLEY GUTTERCOLLECTOR STREETSVALLEY GUTTER20’ 25’USUALRADIUSPOINT N OCROWN25’GUTTER N O R M ANORMAL CROWNNORMAL CROWNVARIES14% MAX.6"P LP LSIDEWALK SLOPEM I N : M A X : 2’ USUAL 4’VARIABLESIDEWALK 6" DRIVEWAY S L O P E " T O 1 ’ M8% MAX SLOPE TO 1’ BEHIND S.W.8% MAXIMUM DESIRABLE TO PL14% MAXIMUM SLOPE FROM 1’ BEHIND SIDEWALK TO PL6" 6"GRADE BREAKS EXCEEDING 12% REQUIRE VERTICAL CURVE.T.C.SECTION THRU. PRIVATE DRIVE3’-9"2’-4"6"6"3’-0"6" 2’-4"TRANSVERSE BAR DIAGRAMPAY LIMIT OF DRIVEWAY6"3’-9"10’-0"MINIMUMPROPERTY LINECONCRETE WALKNO 3 BARS ON 24"CTRS BOTH WAYSREINF. CONC. PVMT.FACE OF CURBBLOCK-OUT LIMITIF NOT MONOLITHICPAVEMENT REINFORCEMENT LAPPED 30 DIA. ORWITH STREET PVMT.NO. 3 BAR DOWEL 2’-0" LONGDRIVEWAYS ON ARTERIAL STREETS SHALL HAVE 10’ FACE OF CURB RADII.USE ONLY TO MATCH EXISTING CONDITIONS AS DIRECTED BY THE ENGINEER. DETAIL ON PAGE 1004STANDARD.DRIVEWAY PAVING DETAILS4’-0"USUAL2’-0"USUAL4’-6" USUAL LOCAL STREET9’-6" USUAL ARTERIAL AND COLLECTORPAY LIMIT6"12" 6"6"4’-6" USUAL LOCAL STREETWALK AREA6"9’-6" USUAL ARTEIAL AND COLLECTORNO 3 BARS ON 24"CTRS. BOTH WAYS1’-0" 3’-0" MIN3’-0"9’-0" MIN6"6"3"3’-0" MIN1’-0"LAP 12"NO. 3 24" LONGBARS DOWELSEXPOSED 30DIAMETERSPVMT. BARSEXPOSED 30DIAMETERSPAY LIMITPARABOLIC CROWN( ADJUSTMENT AT VALLEY GUTTER )SIDE ELEVATION11’-0" MIN WHEN WITH DRIVEWAY WALLSECTION2’-0" 6"CONC. GUTTERREINF. CONC. PVMT.6"FACE OF CURBASPH. PVMT.DRIVEWAY WITH STEPS IN CENTERHALF PLAN ASPH. CONC. PVMT.WITH SEPARATE CONC. CURBAND GUTTERHALF PLAN REINF. CONC. PVMT.WITH INTEGRAL CONC. CURBDRIVEWAYS ON ARTERIAL STREETS SHALL HAVE 10’ FACE OF CURB RADII.PLANGRAVEL DRIVE24"ASPHALT TRANSITIONCONC. DRIVE APPROACH24"FINE GRADE SURFACE HOT MIX ASPHALTIC CONCRETE, ITEM 5044" THICK-RESIDENTIAL SINGLE FAMILY, DUPLEX OR AGRICULTURAL6" THICK-MULTIFAMILY, RETAIL OR OFFICE8" THICK-COMMERCIAL OR INDUSTRIALGENERAL NOTES1. NOTES 1-12 ON PAGE 1004 ALSO APPLY TO THIS PAGE.2. BAR LAPS SHALL BE 30 DIAMETERS.3. ALTERNATE REINFORCEMENT FOR #3 BARS ON 24"C-C :DEFORMED REINFORCING BARS.EXIT GRAVEL DRIVE6" OR 8" REINF. CONC. DRIVEB. THE WIRE FABRIC SHALL BE SUPPORTED ON 36" CENTERS BOTHWAYS BY APPROVED BAR CHAIRS.C. THE SIZE OF THE WIRE FABRIC SHALL BE 12X12-W3.5XW3.5 WITH ANOMINAL DIA. OF 0.211 IN. & NOMINAL WT. OF 0.119 LBS/LIN. FT.CONCRETE DRIVE APPROACH CONNECTIONTO GRAVEL DRIVEPAVING DETAILSPAVING DETAILS FOR DRIVEWAYSAND INTERSECTIONSAPPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.1005APRILC.O.D. A.B.&A. 251D 11997