standard construction details - The Management System Parking Lot

VARIESLFACE OF CURB4’ CONC. WALKPAVE DRIVEWAYS TO BACK OF WALKWHEN DRIVES INTERSECTPAVING LIMITPAVING LIMIT4576" REINF. CONC. NORMALLY.(8" REINF. CONC. FOR COMMERCIAL457OR INDUSTRIAL ACCESS)6" REINF. CONC. NORMALLY.432(8" REINF. CONC. FOR COMMERCIALOR INDUSTRIAL ACCESS) 4325’ CONC. WALKVARIESWALK ABUTTING CURBP LT/2 T/21"1-1/2"PAY LIMITS FOR PROP.PAVEMENT 463 & 456PAY LIMIT FOR PROP.DRIVE 457OR4321"ROUT AND SEAL 1" DEEPTHROUGH LIMITS OF KEYWAY.NO. 3 BARS14% MAX. SLOPE6"OR 8"DRIVEWALK AWAY FROM CURBPROPERTY LINE2"PL2’USUAL10’ MIN. WIDTH VARIES 10’ MIN. WIDTHMETALKEYWAY2’NO EXTRA PAY FORINCREASED THICKNESSPAVING LIMITS FORINTERSECTING DRIVEWAYS4’NORMAL(3’MINIMUM)WALK* 14% MAX. SLOPE2%* 14% MAX. SLOPESECTION A-ANOTES:* THE GRADE BREAK AT THE GUTTER LINE AND AT ANY POINTWITHIN 10 FEET OF THE GUTTER LINE MUST NOT EXCEED12 PERCENT UNLESS A VERTICAL CURVE IS PROVIDED.1. ALL SAWED DUMMY JOINTS SHALL BE SEALED WITH EZ-7 OR APPROVEDEQUAL COLD POUR JOINT SEALANT.2. TOOLED OR SAWED JOINT WILL BE REQUIRED AT CENTERLINEOF ALL DRIVEWAYS LESS THAN 24’ WIDE. ADDITIONAL JOINTSWILL BE REQUIRED AT EQUAL SPACINGS FOR DRIVEWAYSSECTION C-CWIDER THAN 24’.3. OFFSETS IN DRIVES TO MATCH PROPOSED WALKS WILL BE5’ MIN. TRANSITION5’ ARTERIALS10’ MIN. (VARIABLE WIDTH) 5’ ARTERIALS5’ MIN. TRANSITIONBUILT MONOLITHIC WITH THE DRIVE.2’ LOCAL/COLLECTORS2’ LOCAL/COLLECTORS4. PAVEMENT JOINTS WILL NOT EXTEND THROUGH DRIVE EXCEPT AS PROVIDEDFOR IN NOTES 9 AND 10 BELOW FOR CENTERLINE DRIVEWAY JOINTS.5. KEYWAY LIMITS WILL COINCIDE WITH LIMITS OF 1" CURB.6"A1"/1’ MAX. SLOPE6. REINFORCING STEEL WILL NOT EXTEND THROUGH KEYWAY.DRIVE WILL NOT BE TIED TO PAVEMENT.1"7. LENGTH OF TRANSITION FOR CURB AT EACH SIDE OF DRIVEMAY VARY DUE TO STREET GRADES AND REQUIREMENT TOHOLD MAXIMUM SLOPE OF 1"/1’.8. AN EXPANSION JOINT WILL BE REPLACED AT THE PROPERTY LINE.KEYWAYTMAX. 14%TO PLALONGITUDINAL SAWED OR TOOLED JOINT(SAWED DEPTH = T/4, TOOLED DEPTH = 1/2")9. TRANVERSE SAWED DUMMY JOINTS SHALL BE CONSTRUCTED ON15’ SPACINGS FOR DRIVEWAYS AS MEASURED FROM THE BACKOF CURB.10. LONGITUDINAL SAWED OR TOOLED DUMMY JOINTS SHALL BE CONSTRUCTEDFROM THE GUTTER EDGE TO THE PROPERTY LINE FOR ALL DRIVEWAYSPROPERTY LINEWIDER THAN 15’.4.5’ USUAL AND MAX.LESS IF P CLOSEREXPANSION MATERIALAND PAY LINE4’ NORMALMAX.2%2%MAX. 14%TO WALKCEXPANSION JOINTREQUIRED AT P L6" REINF. CONC. DRIVE NORMALLY-457(8" REINF. CONC. DRIVEFOR COMMERCIAL OR INDUSTRIALACCESS.- 432MAX. 14%TO WALK2%4’NORMAL(3’MINIMUM)WALKB2’ USUALEXPANSION MATERIAL AND PAY LINE4" CONC. SIDEWALKB4’ WALK2%MAX.11. STREET JOINTS SHALL BE ADJUSTED IN LOCATIONS TO LINE UP WITHDRIVEWAY CENTERLINES.EXPANSION MATERIAL6"-4000 REINF. CONC. DRIVE4"CONCRETE SIDEWALK5’ WALK2%MAX.B4" CONC. SIDEWALK2’TRANSITIONMAX. 14%BPAY LINE ATBACK OF CURBACENTERLINE OF DRIVEMAX, 14%ROUT AND SEAL 1" DEEPLENGTH OF KEYWAY4"4"NO. 3 BARS PARALLEL TO EDGE OF DRIVENO. 3 BARS ON 24" CENTERSBOTH WAYS.NO EXPANSION MATERIALSECTION B-B6"AKEYWAYFACE OF CURBAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONCDATE:24’ MINIMUM LOCAL/COLLECTORS (SERVING LOW TO MED. DENSITY RESIDENTIAL PROPERTY)30’ MINIMUM ARTERIALS AND LOCAL/COLLECTORS (SERVING HIGH DENSITY RESIDENTIAL/COMMERCIAL PROPERTY)32’ MINIMUM ALLEY TURNOUTSPOUR TRANSITION TO BOTTOM OF CONC. SLAB OF STREETPAVING DETAILSDRIVEWAY TURNOUTSDRIVEWAY TURNOUT DETAILALL STREETSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119971004