standard construction details - The Management System Parking Lot

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12" 6"NOTES:107’-0"90’-0"1.ALL STEEL SHALL BE GRADE 40 DEFORMED REINFORCING BARS.2.GENERAL NOTES PROVIDED ON SHEET 1006 APPLY.10’-0"12’-0" 12’-0" 12’-0"PL 7’-6" 12’-0" 12’-0" 12’-0"NO 3 BARS ON 24"C LCTRS. BOTH WAYS 0" TO 7" MAX.FOR T < 9"NO. 4 BARS ON 24"REGULAR SECTIONCTRS. BOTH WAYSFOR 9 < T < 12"107’-0"10’-0" 36’-0"15’-0"36’-0"10’-0"2’-6"SAWED LONGITUDINAL DUMMY JOINTP L12’-0" 12’-0" 12’-0" 5’-0"10’-0" 12’-0" 12’-0" 12’-0"C L*36’-0" " : 1 " M I N " : 1 " M I NT/2T/215’-0" 36’-0"10’-0"SAWED LONGITUDINAL DUMMY JOINTT/2T/20 " T O** " : 1 " M I N . " : 1 " M IP LP LP LPL7’-6"30’-0"15’-0" 30’-0" 7’-6"SAWED LONGITUDINAL DUMMY JOINT10’-0" 10’-0" 10’-0"10’-0" 10’-0" 10’-0"0" TO 7" MAX.NO 3 BARS ON 24"CCTRS. BOTH WAYSL* " : 1 " M I N " : 1 " M I NT/2T/2T/20 " T OT.C. GRADET/2** " : 1 " M IFOR T < 9"NO.4 BARS ON 24"CTRS. BOTH WAYSREGULAR SECTIONFOR 9" < T < 12"90’-0"7’-6" 30’-0"15’-0"30’-0"7’-6"SAWED LONGITUDINAL DUMMY JOINT10’-0" 10’-0" 10’-0" 5’-0" 10’-0" 10’-0" 10’-0" 10’-0"C L7.6’ " : 1 " M IP LP L6"VARIES ACCORDING TO CLASSIFICATION AND SECTION OF STREET SPECIFIED12"ASPHALT SURFACE OF THICKNES SPECIFIEDT/2(BASE) " P E R F T M I NREINFORCED CONCRETE BASE W/ INTEGRAL CURBAND GUTTER & ASPHALT SURFACE COURSE( TO BE USED ONLY WHEN SPECIFICALLY SHOWN ON THE PLAN )EXCEPT AS INDICATED ABOVE ALL PLAN AND SECTION DETAILS SHALL BE IDENTICALTO THOSE SHOWN ELSEWHERE ON THIS SHEET FOR SECTIONS S-6-D, M-6-D(A), M-6-D(B),S-4-D FOR CURB AND GUTTER DETAILS. SEE PAGE 1006*SPECIAL PAVING SECTIONSCHEMATIC HALF-SECTION3. FOR SUBSTITUTING FOR #3 BAR REINFORCING, THE SIZE OF THEWIRE FABRIC SHALL BE 12 X 12 - W3.5 X W3.5 WITH A NOMINALDIAMETER OF 0.211 IN. AND NOMINAL WEIGHT OF 0.119 LBS PERLIN. FT.4. FOR SUBSTITUTION FOR #4 BAR REINFORCING, THE SIZE OF THEWIRE SHALL BE 12 x 12 - W6 X W6 WITH A NOMINAL DIAMETER OF0.276 INCHES AND A NOMINAL WEIGHT OF 0.204 LBS/LIN. FT.5. REDWOOD EXPANSION JOINTS SHALL BE PLACED AT OR NEARTHE RADIUS POINTS OF ALL INTERSECTIONS, AT ALL ABRUPTCHANGES IN ALIGNMENT OR WIDTH, OR AT MAX. DISTANCEOF 150 FT. REDWOOD EXPANSION JOINT WILL CONTINUE THROUGHMEDIAN PAVING AND SIDEWALK AND WALL WHEREVER APPLICABLE.TYPE S-6-D SECTIONTRANSITION MINIMUM CURVE CURVE LANECROSS STREETLENGTH ’A’ STORAGE ’B’ #1 RADIUS #2 RADIUS WIDTH(S)LOCAL109.09’ 90’ 400’ 200’ 10’COLLECTOR 109.09’ 100’ 400’ 200’ 10’MINOR ARTERIAL 133.79’ 150’ 600’ 300’ 10’PRINCIPAL ARTERIAL 133.79’ 200’ 600’ 300’ 10’SPECIAL MOVEMENTSSTANDARD DOUBLE197.78’ 150’ 600’ 300’ 2-11’LEFT TURNNOTE: (SEE PAGE 1002)LEFT TURN SECTIONLEFT TURN SECTIONMONOLITHIC MEDIAN NOSE IS STANDARD (ROUNDED NOSEIS TO BE USED ONLY AT DIRECTION OF ENGINEER TO MATCHMINIMUM DOUBLELEFT TURN188.68’150’600’300’2-10’EXISTING FACILITIES).RIGHT TURN109.09’90’400’200’10’107’53.5’53.5’10’ 36’ 15’ 36’ 10’CURVE #1CURVE #1=8^32’57"R=600.0’L=89.53’T=44.85’ABCURVE #2BARRIER BUTTONSON 30" CENTERSCURVE #2=8^32’57"R=300’L=44.76’ PLANT=22.42’46’ 36’5’TYPE S-6-D SECTION90’45’45’7.5’ 7.5’30’ 15’ 30’CURVE #1=8^32’57"R=600.0’L=89.53’T=44.85’ABCURVE #2CURVE #1BARRIER BUTTONSON 30" CENTERSCURVE #2=8^32’57"R=300’L=44.76’T=22.42’PLAN40’ 30’5’TYPE M-6-D(B) SECTIONNOTE: DUMMY JOINTS (SAWEDOR TOOLED) SHALL MATCHSTREET PAVEMENT JOINTS.RUN EXPANSION JOINTCONTINUOUS THROUGHCURB & MEDIAN PAVEMENTFACE OF CURB15’ " P R E M O L D E D E10’4" THICK MEDIAN PAVEMENTSIGNAL FOUNDATIONOR PULL BOXSTREET LIGHT FOUNDATION6 TYPE I- YELLOW BUTTONS ON 30" C-C (INSTALLED AND ORIENTED AS DIRECTED BY THEENGINEER).DETAIL OF 5’ MEDIAN PAVEMENTTYPE M-6-D(A) SECTIONTRANSITION MINIMUM CURVE CURVECROSS STREETLENGTH ’A’ STORAGE ’B’ #1 RADIUS #2 RADIUSLOCAL109.09’ 90’ 400’ 200’COLLECTOR 109.09’ 100’ 400’ 200’MINOR ARTERIAL 109.09’ 150’ 400’ 200’PRINCIPAL ARTERIAL 133.79’ 200’ 600’ 300’SPECIAL MOVEMENTSSTANDARD DOUBLE197.78’ 150’ 600’ 300’LEFT TURNMINIMUM DOUBLE188.68’ 150’ 600’ 300’LEFT TURNRIGHT TURN 109.09’ 90’ 400’ 200’LANEWIDTH(S)10’10’10’10’2-11’2-10’10’9’-6" 33’-0" 33’-0"15’-0"11’-0" 11’-0"11’-0"PL11’-0"11’-0" 11’-0"0" TO 7" MAXNO. 3 BARS ON 24"CTRS. BOTH WAYSC LFOR T < 9"NO.4 BARS ON 24"REGULAR SECTIONCTRS. BOTH WAYSFOR 9" < T < 12"100’-0"15’-0"9’-6"33’-0"2’-6"40’-6"5’SAWED LONGITUDINAL DUMMY JOINT11’-0"11’-0" 11’-0"10’-0" 11’-0" 11’-0" 11’-0"P L0 " T OMEDIAN GRADE SHOWNC L* " : 1 " M I N* " : 1 " M I NT/2T/2100’-0"SAWED LONGITUDINAL DUMMY JOINTT/2T/2** " : 1 " M I " : 1 " M I9’-6"9’-6"P LP LPLPL8’-6" 24’-0"15’-0"24’-0"*8’-6" 24’-0"5’-0" 10’-0"24’-0"*12’-0" " : 1 " M I NNO. 3 BARS ON 24"CTRS. BOTH WAYSFOR T < 9"NO. 4 BARS ON 24"CTRS. BOTH WAYSFOR 9" < T < 12"12’-0" " : 1 " M I NSAWED LONGITUDINAL DUMMY JOINT12’-0" 7’-6" 12’-0" 12’-0"12’-0"T/2SAWED LONGITUDINAL DUMMY JOINTT/280’-0"C LT/2REGULAR SECTION80’-0"2’-6"T/2*12’-0"* " : 1 " M I0" TO 7" MAX.12’-0" " : 1 " M I8’-6"8’-6"P LP L " P R E M O L DJOINT MATERIAL15’15’ MEDIAN4" CONCRETEMEDIAN PAVEMENTNON-REINFORCED MEDIAN PAVEMENT4"4"8"3"BACKFILL FOR MEDIAN SHALLCONSIST OF EXCESS EXCAVATION.THERE SHALL BE NO PAY ITEM FORANY FILL MATERIAL PLACEDWITHIN THE MEDIAN. MAX. FILLSHALL NOT EXCEED 12" AND SHALLBE CROWNED IN THE MIDDLE FORPROPER DRAINAGE.LOW CURB12"MAXCROSS STREETLOCALCOLLECTORMINOR ARTERIALPRINCIPAL ARTERIALSPECIAL MOVEMENTSSTANDARD DOUBLELEFT TURNMINIMUM DOUBLELEFT TURNRIGHT TURNCROSS STREETTYPE M-6-D(B) SECTIONTRANSITION MINIMUM CURVE CURVELENGTH ’A’ STORAGE ’B’ #1 RADIUS #2 RADIUS94.34’ 90’ 300’ 150’94.34’ 100’ 300’ 150’94.34’ 150’ 300’ 150’109.09’ 200’ 400’ 200’188.68’ 150’ 600’ 300’188.68’ 150’ 600’ 300’94.34’ 90’ 300’ 150’TYPE S-4-D SECTIONTRANSITION MINIMUM CURVE CURVELENGTH ’A’ STORAGE ’B’ #1 RADIUS #2 RADIUSLANEWIDTH(S)10’10’10’10’2-11’2-10’10’LANEWIDTH(S)*LEFT TURN SECTIONSEE PAGE 1006 FOR0 " T OLOCAL109.09’90’400’200’10’ALTERNATE DESIGN USINGNOTE: BUTTONS SHALLPARABOLIC SECTIONSC LLEFT TURN SECTIONBE INSTALLED & ORIENTEDAS DIRECTED BY THEENGINEER.TYPE I - YELLOW BUTTONS ON 30" C-CCOLLECTORMINOR ARTERIAL109.09’109.09’100’150’400’400’200’200’10’10’PRINCIPAL ARTERIAL133.79’150’600’300’10’FACE OF CURBSPECIAL MOVEMENTS100’50’50’9.5’ 9.5’33’ 15’ 33’ACURVE #2CURVE #1BARRIER BUTTONSON 30" CENTERSCURVE #1 CURVE #2=8^32’57" =8^32’57"R=600.0’R=300’L=89.57’L=44.76’T=44.85’T=22.42’B33’43’5’* " P E R F O O T80’40’ 40’24’ 24’8.5’15’ 8.5’ACURVE #2CURVE #1CURVE #1 CURVE #2=8^32’57" =8^32’57"R=600.0’ R=300’L=89.53’L=44.76’T=22.42’T=44.85’BBARRIER BUTTONSON 30" CENTERS.PLAN5’34’24’7’-6" 7’-6"R = 48’LIMIT OF 4" THICKMEDIAN PVMT.82.1 SQ.FT.R = 48’4" THICK MEDIANPAVEMENTMONOLITHICMEDIAN NOSE2’-6"RSTANDARD DOUBLE197.78’LEFT TURNMINIMUM DOUBLE188.68’LEFT TURNRIGHT TURN 109.09’APPROVED100’ 600’ 300’ 2-11’100’ 600’ 300’ 2-10’90’ 400’ 200’ 10’DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONPLAN " P E R F O O T OHAVING GRADES OF 1.00% ORSEE PAGE 1002 FORBLOCKOUT FOR NOSE.DATE:TYPE M-6-D(A) PAVEMENTMORE.TYPE S-4-D DIVIDED SECTION23.24’12’=0"PAVING DETAILSTYPICAL SECTIONS-DIVIDED ARTERIAL STREETSDETAIL OF NOSE FOR 15’ WIDTH MEDIAN ISLANDPAVING SECTIONS AND STREETLAYOUTS WITH MEDIAN DETAILSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119971001
18’-0"10’-0" 1’-0"#3 BARS ALIGNED WITHPAVEMENT REINFORCEMENT1’-0"A6 TYPE I-YELLOW BUTTONSBBON 30" C-C (TO BE INSTALLED& ORIENTED AS DIRECTED BYTHE ENGINEER).1’-0" 5’-0"1’-3"RPAY LINE & KEYEDCONSTRUCTION JOINTAMONOLITHIC MEDIAN NOSE#3 STIRRUP BARS6"3"PAY LINE & KEYEDCONSTRUCTION JOINTPAVEMENT REINF. BARSNOTE: MONOLITHIC MEDIAN NOSE & PAVEMENTWITHIN PAY LINES SHALL BE PAID FORPER EACH, COMPLETE IN PLACE.SECTION B-B1PAY LINE & KEYEDCONSTRUCTION JOINT33"1"RVARIABLE3" TO 6"12"SECTION A-AAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:PAVING DETAILSMONOLITHIC MEDIAN NOSEDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119971002
Page 1 and 2: DEPARTMENT OF PUBLIC WORKSSTANDARD
Page 3: MISCELLANEOUSREVISIONSALUMINUM BRID
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.

standard construction details - The Management System Parking Lot

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