standard construction details - The Management System Parking Lot

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TABLE OF CONTENTSPAVINGREVISIONSPAVING SECTIONS AND STREET LAYOUTS WITH MEDIAN DETAILS 1001MONOLITHIC MEDIAN NOSEPAVEMENT JOINTS AND BRIDGE APPROACH SLABDRIVEWAY TURNOUTSSPECIAL DRIVEWAY TURNOUT DETAILSPAVING DETAILS FOR DRIVEWAYS AND INTERSECTIONSPAVEMENT HALF SECTIONS AND CURB SECTIONSCBD MISCELLANEOUS DETAILS1002100310041004A100510061007REVISED DRIVEWAY DESIGNS TO INCLUDE TAS APPROVED WALK AREAS (7-99)REVISED DRIVEWAY DESIGNS TO INCLUDE TAS APPROVED WALK AREAS (7-99)STORM DRAINAGESTANDARD RECESSED INLETS & CURBS, "Y" TYPE INLETSDOUBLE & TRIPLE GRATE INLETSFOURTEEN FOOT INLETSTANDARD 36", 48", 60", 6’, 8’ AND 10’ INLETSSLOTTED DRAINSCONCRETE PIPE INSTALLATIONCONCRETE PIPE HEADWALLSMANHOLES AND FITTINGSLINED CHANNELSTWO, FOUR, SIX & EIGHT GRATE INLET, GRATE DETAILS2001200220032004200520062007200820092010STRUCTURESRETAINING WALL H.F.P.RETAINING WALL L.F.P.STANDARD RETAINING WALLS TYPES 6-8RETAINING WALLS; MISCELLANEOUS DETAILS3001300230033004ALLEYSTURNOUTS AND SLOPE PROTECTIONALLEY INTERSECTIONS40014002TRAFFIC CONTROLBARRICADE DETAILSTRAFFIC SIGNAL FOUNDATION DETAILSTYPICAL PAVEMENT MARKINGSTYPICAL PAVEMENT MARKINGS DETAILSINDIVIDUAL UNIT PAVEMENT MARKINGSARROWS AND LETTERS FOR PAVEMENT MARKINGSRAILROAD CROSSING PAVEMENT MARKINGSTRAFFIC SIGNAL DETAILSTRAFFIC SIGNAL DETAILSTRAFFIC SIGNAL DETAILSTRAFFIC SIGNAL DETAILSTRAFFIC SIGNAL DETAILS500150025003500450055006500750085009501050115012APPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:FILE 251D-1T.C. 1OF2
MISCELLANEOUSREVISIONSALUMINUM BRIDGE RAILING DETAILSMISCELLANEOUS CONSTRUCTION ITEMSMETAL BEAM GUARD RAILBICYCLE PATHSREINFORCED SIDEWALK AND BARRIER FREE RAMPSBARRIER FREE RAMPS PAVING DETAILSSTEPS AND HANDRAILCONCRETE MEDIAN BARRIER DETAILSTREET LIGHT EQUIPMENT DETAILSVANE TYPE CAST IRON GRATE9001900290039004900590069007900890099010APPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:FILE 251D-1T.C. 2OF2
Page 1: DEPARTMENT OF PUBLIC WORKSSTANDARD
Page 5 and 6: 18’-0"10’-0" 1’-0"#3 BARS ALI
Page 7 and 8: VARIESLFACE OF CURB4’ CONC. WALKP
Page 9 and 10: A. APPROVED WELDED WIRE FABRIC SHEE
Page 11 and 12: .6"VARIABLE3/8"R3"6"1 1/2"R18"NOTE:
Page 13 and 14: 7 ’ - DOWNSTREAMUPSTREAM5 ’ DOW
Page 15 and 16: 1 1 C L A T 1 "USUAL 4’-6" - MAX
Page 17 and 18: NO FE NCING OR CO NST RUNOTE:TRENCH
Page 19 and 20: NOTES: APPLICABLE TO ALL MANHOLESAS
Page 21 and 22: 3’-6"6’-2 1/4"8’-10 1/2"BA3
Page 23 and 24: SURCHARGELEVEL SLOPEDNONE NONE1’
Page 25 and 26: 6"Finished Grade12" 12" 12" 12"+2
Page 27 and 28: 7.5’10’12’10’15’2.5’10
Page 29 and 30: DOUBLE LEG STREETSCAPE SIGNAL FOUND
Page 31 and 32: 2 ’6"6"50’15’3’2’P.C.DETA
Page 33 and 34: 3’-4"5’-9"8’-0"3’-1"1’-8"
Page 35 and 36: oPOLE FOUNDATION DETAILS FOR TRAFFI
Page 37 and 38: " E "08’-0"LOADING INFORMATION30
Page 39 and 40: SAW BLADE(1/4" WIDE)LOOP DETECTOR I
Page 41 and 42: 1" PVC ELECTRICALCONDUIT, IF REQ’
Page 43 and 44: CBIKE PATH6’ W6’MIN.MIN.EXISTIN
Page 45 and 46: CROSSWALK(RAMP ONLY) -- RED COLORED
Page 47 and 48: VARIABLE0’-8" TO 1’-2"V#5FIXED
Page 49: R - 3076 R - 3065NEENAH FOUNDRY CO.

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