standard construction details - The Management System Parking Lot

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C ALLEYL7.5’ 7.5’NOTE:AT LOCATIONS WHERE COMBINATIONWALL AND WALK IS BEING BUILT,3’-0" USUALP LPROPOSEDLALLEY PVMT.NOTE:EXPANSION JOINTWHERE WALKS EXIST AT ALLEYTURNOUTS TO BE MODIFIED, THEWALKS WILL BE REBUILT AS REINF.CONC. DRIVE, AND MONOLITHICWITH THE TURNOUT AS SHOWNPROPOSEDALLEY PVMT.10’THIS DETAIL WILL NOT APPLY. THEALLEY TURNOUT WILL BE BUILTSEPARATE.12"MAX.6"6"M A X . S L10’1’MIN.1’SAWCUT & REMOVE WALKREPLACE WITH 6" R. C. DRIVE3’-6"10’1’MIN.12’1’SAWCUT & REMOVE WALKREPLACE WITH 6" R. C. DRIVEMONOLITH ALLEY TURNOUTPROPOSED WALKPAY LINE5’10’5’6" REINF. CONC. DRIVE20’ RALIGNMENT TO BE USED WHERERIGHT-OF-WAY PERMITSPROPOSED WALKPAY LINENO. 3 BARSALLEY PVMT.-ON 18" CTRS.SEPARATE PAY ITEMNO. 4 BARS ON 18" CTRS.LAP30 DIA.NO SCALEALLEY SLOPE PROTECTIONSLOPE 1:12"VARIESPAY LINE5’3’-6"1’10’ R3’MIN.1’6’-6"MONOLITH ALLEY TURNOUT12’5’EXISTINGBARRIERCONC. WALKFREE3’TRANSITIONMIN.PAY LINERESTORE ASPH. CONC.1’10’ RSAWCUT & REMOVE EDGES OF EXISTING TURNOUTREPLACE WITH 6" REINF. CONC. DRIVE5’1’10’ R6’-6"BARRIERFREETRANSITION6’ MIN. CURBTRANSITION5’EXISTINGCONC. WALKCURB ALIGNMENT TO BE USEDWHERE RIGHT-OF-WAY PERMITS10’ RSAWCUT & REMOVE EDGES OF EXISTING TURNOUTREPLACE WITH 6" REINF. CONC. DRIVENO SCALEWALK ADJACENT TO ALLEY TURNOUTS IS TO BEBUILT MONOLITHIC WITH THE TURNOUT ANDTO THE SAME STANDARDS.TYPICAL PLAN - ALLEY TURNOUTS6’ MIN. CURBTRANSITIONNO SCALEDETAIL FOR WIDENING INTERSECTIONOF PROPOSED ALLEY WITH EXISTINGALLEY PAVEMENTDETAIL SHOWING MODIFICATION OF EXISTINGTURNOUT AT ASPHALT STREET WITH CON-CRETE CURB & GUTTERPLPL5 0 5 106"SCALEFEET5’-0"5’-6" WITH CURBPLPLNO. 3 TRANSVERSE BARS SPACED ON 24" CENTERS.5’-0" WITHOUT CURB6"NO. 4 LONGITUDINAL BARS SPACED AS SHOWN.6" OPTIONAL INVERTINTEGRAL CURB10’5’ 5’7.5’ 7.5’5’ 5’EASEMENTREQUIRED6"7.5’ 7.5’5’ 5’" / F6"3"6"12"12"6"3"PROVIDED DRIVEWAY GRADES < 8%12"12"T/2CLTYPICAL SECTION TYPE A12"3"6"PAY LIMIT FOR INTEG. CURBSAWCUT & REMOVE WALK, REPLACEWITH 6" R. C. DRIVE MONOLITH ALLEYTURNOUT10’VARIESPL10’ VARIESC L ALLEYPLC ALLEYL6"CURB OR CURBS NOT INCLUDED UNLESS SPECIFIED5’-0" 5’-6" WITH CURB5’-0" WITHOUT CURBNO. 3 TRANSVERSE BARS SPACED ON 24" CENTERS.NO. 4 LONGITUDINAL BARS SPACED AS SHOWN.INTEGRAL CURB5" 3"6"3"6"VARIESALLEY R.O.W.USE 3 BARS ON 24" CENTERSBOTH WAYS12’VALLEY34’STREETVALLEY TO MATCHEXISTING DITCH12’PLAN5 0 5 10SCALEFEETINLETS IN ALLEYS5 05SCALESECTIONFEET3"6"12"12"12"C T/2LTYPICAL SECTION TYPE BCURB OR CURBS NOT INCLUDED UNLESS SPECIFIED12"12"PAY LIMIT FOR INTEG. CURBNO SCALEREINF. CONC.ALLEY PAVE & CONNECTION-ITEM 450DETAIL OF CONCRETE CONNECTIONTO STREETS WITHOUT CURBS2’-6" 10’2’-6"5’ MIN.10’12’ USUAL10’5’ MIN.TRANSITION1"=1’ MAX. SLOPE TRANSITION1"1"=1’ MAX. SLOPEKEYWAY NOTE:REMOVE 1’ PVMT. EACH SIDEAT PROPOSED WIDENINGEXISTING CONC. ALLEY PVMT.SAWCUT12’ 1.5’ OR VARIES1’15’-0" USUALSEE PAVING DETAIL, PG.1004 FOR ADDITIONAL1’INFORMATION.15’15’5’ WALKPROPERTY LINER= 20’-0" USUALNO. 3 BAR BENT TORADIUS 4" GREATERTHAN-CURBRADIUS5’FACE OFCURB1’-6" 12’-0"1’-6"10’-0"FOR TURNOUT WITHWALKS SEE DETAILEXPANSION JOINTR= 20’-0" USUALNO. 3 BARS ON 24"CTRS. BOTH WAYS5’FACE OFCURB2’ 4’ WALK6"6"PAY LIMITWITH STREETPLEXPANSION MATERIALAND PAY LINE6" 5’ WALK4" NON- REINF.CONC. SIDEWALK( 357)4.5’ USUAL& MAX.LESS WHENPIS CLOSEREXPANSION MATERIAL AT PLPAY LINE ATBACK OF CURB6" REINF. CONC.DRIVE. ( 457)MAX. SLOPE 8.0%ROUT AND SEAL 1" DEEPLENGTH OF KEYWAYKEYWAY42’ MINIMUM ALLEY TURNOUTSALLEY TURNOUT DETAILNO SCALE2"USUAL4"PLEXPANSION MATERIAL & PAY LINE4"4" NON- REINF. CONC.SIDEWALK 357 ( )NO. 3 BARS PARALLEL TO EDGEOF DRIVENO. 3 BARS ON 24" CENTERSBOTH WAYSNO EXPANSION MATERIALFACE OF CURB4’ WALKPROPOSED R.O.W.41.5 R40’ R.15’PROPOSED R.O.W.USE #3 BARS ON24" CENTERS BOTHWAYS.40’ R.NO SCALEDETAIL FOR WIDENING INTERSECTIONOF PROPOSED ALLEY WITH EXISTINGALLEY PAVEMENT41.5 RNOTE: ALTERNATE REINFORCEMENT6"12"1. APPROVED WELDED WIRE FABRIC IN SHEETS MAY BEUSED IN LIEU OF DEFORMED REINFORCING BARS.2. THE WIRE FABRIC SHALL BE SUPPORTED ON 36"CENTERS BOTH WAYS BY APPROVED BAR CHAIRS.APPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONBLOCK-OUT LIMITNOT MONOLITHICWITH STREET PVMT.PAVEMENT REINFORCEMENT LAPPED 30 DIA. ORNO. 3 BAR DOWEL 24" LONGNOTE:1. REDWOOD EXPANSION JOINTS SHALL BEPLACED AT ALL ABRUPT CHANGES INALIGNMENT OR WIDTH OR AT A MAXIMUM3. THE SIZE OF THE WIRE FABRIC SHALL BE 12 X 12 -W3.5 X W3.5 WITH A NORMINAL DIAMETER OF 0.211 INCHESAND A NOMINAL WEIGHT OF 0.119 LBS / LIN. FT.STANDARD ALLEY PAVINGALTERNATE ALLEY PAVING TURNOUT DETAILDISTANCE OF 150 FEET.2. SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCEWITH THE SPECIFICATIONS AND SPECIAL PROVISIONS BEFOREPAVEMENT IS PLACED. SUBGRADE SHALL BE CUT TO DESIGNTURNOUTS AND SLOPEPROTECTION DETAILS10 0 5SCALE10FEETBOTTOM OF PAVEMENT ELEVATION, SCARIFIED TO A DEPTH OF8" TO A WIDTH ONE FOOT OUTSIDE OF THE PAVEMENT LIMITSAND COMPACTED TO A DENSITY OF 98% STANDARD PROCTORDENSITY AT A MOISTURE CONTENT BETWEEN(-) 2% TO (+) 4%OF OPTIMUM MOISTURE.DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119974001
7.5’10’12’10’15’2.5’10’60’15’EXPANSION JOINTR.O.W.DETAIL "A"R.O.W.EXPANSION JOINT1^ - 10^2.5’10’CONCRETE1.5’12’15’DETAIL "E"EXPANSION JOINT2’15’MINIMUM R.O.W.R.O.W.30’ R1.5’ALTERNATER.O.W.91^ - 110^15’1.5’12’CONCRETE 10’ 2.5’R.O.W.EXPANSION JOINT3’ 3’10’ 15’MINIMUM R.O.W.MINIMUM R.O.W.40’ R40’ R70’30’TAPER40’ RALTERNATER.O.W.ALTERNATER.O.W.60’ALTERNATER.O.W.3’3’R.O.W.20’ R20 R’= 90^ - 104^ = 76^ - 90^15’EXPANSION JOINT11^ - 40^8’ RADIUS2.5’10’PAVING15’ R.O.W.2’5’DETAIL "B"MINIMUM R.O.W.70’ RALTERNATE R.O.W.5’10’CONCRETE1.5’20’PAVING24’ R.O.W.2.5’1.5’10’12’DETAIL "G"CONCRETE10’THIS IS AN APPROVED ALTERNATIVESOLUTION TO A 90 TURN IN AN ALLEY2.5’1.5’12’WHEN THE AREA ON THE INSIDE OF THECURVE IS NOT UNDER THE CONTROL OF THEDEVELOPER. USE OF THIS ALTERNATIVEREQUIRES THE APPROVAL OF THE DIRECTOROF PUBLIC WORKS & TRANSPORTATION ORHIS/HER DESIGNEE.R.O.W.EXPANSION JOINT15’15’EXPANSION JOINT2’ 2’R.O.W.MODIFIED ALLEY TURNOUTMINIMUM R.O.W.40’ RMINIMUM R.O.W. 40’ RALTERNATE10’60’ALTERNATE R.O.W.2’R.O.W.20’ RR.O.W.15’EXPANSION JOINTR.O.W.ALTERNATE R.O.W.40’ R= 61^ - 75^111^ - 135^4’41^ - 70^15’1.5’= 105^ - 119^2’MINIMUM R.O.W.50’ RMINIMUM R.O.W.35’ RDETAIL "H"DETAIL "C"ALTERNATE R.O.W.ALTERNATE R.O.W.4’1.5’10’10’DETAIL "F"15’12’CONCRETE1.5’12’10’CONCRETE15’2.5’NOTE: PROVIDE EXPANSION JOINT AT BEGINNINGOF FLARE TRANSITIONS ON ALL ALLEYSECTIONS AS SHOWN ON DETAILSR.O.W.CONCRETE15’EXPANSION JOINT2.5’15’12’10’1.5’15’MINIMUM R.O.W. 50’ RMINIMUM R.O.W.15’1.5’12’CONCRETE 10’ 2.5’INVERTR.O.W.EXPANSION JOINT10’ 15’ 3’ALTERNATER.O.W.41.5’ R - 15’ R.O.W.46’ R - 12’ R.O.W.DETAIL "D"A45’ R - 12’ R.O.W.40’ R - 15’ R.O.W.3’20’ R6’AVARIES71^ - 90^6’ VARIES6"10"CONCRETE7.5’1.5’SECTION A-A(DETAIL "D")ALLEY AT A TURN PROFILEHORIZ.: 1"=10’VERT.: 1"=4’10’EXPANSION JOINT80’ALTERNATE PLMIN. ROW.P L R = 45’42.5’ 42.5’35’1.5’7.5’ 7.5’80’ DESIRABLE70’ MINIMUMMIN. ROW.P L R = 45’DETAIL "K"1.5’ 6’ 6’ 1.5’1.5’35’ RALTERNATE R.O.W.= 120^ - 135^2.5’1.5’ 12’15’10’CONCRETE10’DETAIL "J"ALTERNATER.O.W.= 45^ - 60^APPROVEDDATE:20 10 0 20 40FTSCALE: 1’’= 20’DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONSTANDARD ALLEY PAVINGALLEY ANGLES AND INTERSECTIONSPAVING AND RIGHT-OF-WAY DETAILSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASSTANDARD ALLEY TURNAROUNDDESIGN DRAWN DATE FILE NO. PAGE NO.FOR GARBAGE TRUCKSAPRILC.O.D. A.B.&A. 251D 119974002
Page 1 and 2: DEPARTMENT OF PUBLIC WORKSSTANDARD
Page 3 and 4: MISCELLANEOUSREVISIONSALUMINUM BRID
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: 6"Finished Grade12" 12" 12" 12"+2
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.

standard construction details - The Management System Parking Lot

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