standard construction details - The Management System Parking Lot

DEPARTMENT OF PUBLIC WORKSSTANDARD CONSTRUCTION DETAILSCITY OF DALLAS, TEXASRECOMMENDED FOR APPROVAL:THIS THE DAY OF , 1997.ASSISTANT DIRECTOROF PUBLIC WORKS& TRANSPORTATIONREVISED APRIL 1997UPDATED SEPT. 2002APPROVED:THIS THE DAY OF , 1997.DIRECTOR OF PUBLIC WORKS& TRANSPORTATION

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

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

00EXPANSION JOINT20’-0"SAWED TRANSVERSE DUMMYJOINTS SPACED 15’-0" TYPICALSAWED DUMMY JOINTSAWED TRANSVERSEDUMMY JOINTSSAWED LONGITUDINAL DUMMY JOINTOR CONSTRUCTION JOINTSPACING DIAGRAM FOR JOINTSTCENTERLINE OF BRIDGE- NO JOINT15’-0"15’-0"TYP.(20’-0"MAX.,10’MIN)1/3 LANE WIDTHMAJOR TYPE STREETS1/2" PRE MOLDED EXPANSIONJOINT FILLER AT ABUTMENT2" CLEAR6"NO. 4 BARS ON 6" CTRS- -TOP & BOTTOMNO. 4 BARS ON 9" CTRS- -TOP & BOTTOM2" CLEAR2" CLEARVARIES ACCORDING TO ROADWAYWIDTH SPECIFIED ON PLANSSPACED 15’ TYPICALTRANSITION INTEGRAL CURB-FROM 7 1/2" TO 6" HEIGHT(20’ MAX)CONSTRUCTION JOINT ORSAWED LONGITUDINALDUMMY JOINT ALONG C.L.OF ALL SINGLE ROAD-WAY SECTIONS EXCEPTPAVEMENT LESS THAN14’ WIDE.IDENTICAL FOR STREETS (CONCRETE PAVEMENT OR BASE)AND ALLEYS EXCEPT THAT EXPANSION JOINTS FOR ALLEYSSHALL BE PLACED AT THE END OF THE RETURN INLINE WITH THE PROPERTY LINE.SPACING OF EXPANSION JOINTS SHALL NOT EXCEED 150 FEET.ALL EXPANSION JOINT DOWEL BARS SHALL BE HELD FIRMLY IN PLACE PARALLELWITH THE PAVEMENT SURFACE WITH WIRE BASKETS MODIFIED TO MOLD AROUND2" CLEAR2" CLEAR9" THKPLANNO. 4 BARS ON 6" CTRSPAVEMENTTHICKNESSTHE REDWOOD EXPANSION BOARD.ADDITIONAL SIMILARJOINT ON 10’-0" CENTERSEACH SIDE C.L. FORROADWAY SECTIONSWIDER THAN 30’.10’TYP.10’FOR ALL LONGITUDINAL CONSTRUCTION JOINTS PROVIDE TIE BARS AS FOLLOWS:#3 BARS ON 12"C-C FOR PAVEMENT THICKNESS < 9 IN.#4 BARS ON 12"C-C FOR PAVEMENT THICKNESS > 9 IN. AND < 12 IN.ALL TIE BARS SHALL BE 24" MIN. LENGTH AND CENTERED ON THE LONGITUDINAL JOINT.VERTICAL SAW-CUT3/16" TO 1/4" WIDEBACKER RODEZ-7 OR APPROVED EQUAL COLDPOUR JOINT SEALANTPAVINGBRACKET2" CLEARNO. 4 BARS ON 9" CTRSSECTION9"9"LOCAL & COLLECTORT/2T/4BRIDGE APPROACH SLAB17"TYPE STREETS24" NO. 6 SMOOTH DOWEL FOR T=6"24" NO. 8 SMOOTH DOWEL FOR 6" < T 12"NO. 3 BARS ON 24" CTRS. BOTH WAYS FOR T 9"16" DOWEL COATINGNO. 4 BARS ON 24" CTRS. BOTH WAYS FOR 9" T 12"2" MIN.1/2"1/2"EZ-7 OR EQUAL COLD POURJOINT SEALANT (APPLIED IN TWO COURSES)SAWED DUMMY JOINTIDENTICAL FOR STREETS AND ALLEYS EXCEPTWPAVEMENT SURFACE2"1 1/4" MIN. CLEARANCEALLEY LONGITUDINAL REINFORCEMENT BARSW TO 1.5 WT/26" 6" 5"MIN.BAR STOPEZ-7 OR APPROVED EQUAL JOINT SEALANT (MEDIUM VISCOSITY- 500 TO 700 SAYBOLT AT 77^F)TDOWEL SLEEVE TO FITDOWEL AND BE SECUREDCLOSED CELL BACKER ROD, POLYURETHANE COMPOSITION. DIAMETER = W+ 1/8 IN. (DELETE BACKER ROD FOR EXPANSION JOINTS)CLOSED ENDT/4NOTESREDWOOD EXPANSION JOINT FILLERDOWEL SUPPORT SHALL BE OF A METHODAPPROVED BY ENGINEERFORMED GROOVE-EDGESROUNDED TO 1/4" RADIUS3/8"1"EZ-7 OR APPROVEDEQUAL COLD POUR JOINT SEALANTVOIDSPACEW = JOINT WIDTHEXPANSION JOINT SHALL BE FILLED WITH SEALANT IN TWO APPLICATIONS. FIRST APPLICATIONSHALL BE MADE WITH HIGH VISCOSITY EZ-7-700 TO 1000 SAYBOLT AT 77 F. SECOND APPLICATIONSHALL BE MADE WITH MEDIUM VISCOSITY EZ-7-500 TO 700 SAYBOLT AT 77 F. ONE WEEKTRANSVERSE EXPANSION JOINTIDENTICAL FOR STREETS AND ALLEYS4"FIRST POUR1 -1/2"T/4SECOND POURBACKER RODCURE TIME REQUIRED BETWEEN APPLICATIONS.MINIMUM 48 HOUR CURE TIME REQUIRED BEFORE OPENING TO TRAFFIC (ALL SEALED JOINTS).FOR GRADE EXCEEDING 10%, HIGH VISCOSITY EZ-7 SHALL BE USED FOR SEALING ALL LONGITUDINAL JOINTS.EZ-7 JOINT SEALANT PRODUCED BY EZ SEAL, LLC, 408 N. BOWSER, SUITE 104, . (RICHARDSON, TX., 75081 (972-669-9178)8"JOINTS IN FACE OF CURB SHALL BE SEALED WITH EZ-7 JOINT SEALANT HIGH VISCOSITY, COLD POUR OR EQUAL.16"34’-0" B-B30 SPACES @ 1’-0"8"44’-0" B-B40 SPACES @ 1’-0"16"1"2"TYPICAL JOINT SEALING DETAIL8"16"16"8"FOR T < 9":NO. 3 BARS ON 24"CTRS. BOTH WAYSLAP BARS 30 DIA. & TIEFOR 9" < T < 12": NO. 4 BARS ON 24"10"8"31’-0" B-B28 SPACES @ 1’-0"10"8"10"41’-0" B-B38 SPACES @ 1’-0"10"8"CTRS. BOTH WAYSCONSTRUCTION JOINTFOR 8" THICKNESS PAVEMENT OR BASEMAJOR STREETS10"21’-0" B-B18 SPACES @ 1’-0"10"10"41’-0" B-B38 SPACES @ 1’-0"10"CHANGE BAR SPACING ACROSS JOINTS TO 12" CTRS.FOR LONGITUDINAL JOINTS8"8"8"8"10"8"27’-0" B-B 45’-0" B-B10 @ 1’-0" 6" 10 @ 1’-0" 10"10"42 SPACES @ 1’-0"18" 18"8"8"10"8"3"FORMED GROOVE-EDGESROUNDED TO 1/4" RADIUSFIRST POUR3/8"T/41"EZ-7 OR APPROVED EQUALCOLD POUR JOINT SEALANTSECOND POUR31’-0" B-B57’-0" B-B6"APPROVED10"8"12 @ 1’-0" 6" 12 @ 1’-0"18" 18"10"8"10"8"54 SPACES @ 1’-0"10"8"BACKER RODDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATION37’-0" B-B 61’-0" B-BNO. 3 BARS ON 24"CTRS. BOTH WAYSLAP BARS 30 DIA. & TIEPAVING DETAILS10"8"34 SPACES @ 1’-0" 10" 10"58 SPACES @ 1’-0"8" 8"10"8"CONSTRUCTION JOINTPAVEMENT JOINTS AND BRIDGEFOR 6" MINIMUM THICKNESS PAVEMENT OR BASEAPPROACH SLABLOCAL & COLLECTOR STREETSSPACING DIAGRAM FOR DOWELS AT EXPANSION JOINTSIDENTICAL FOR STREETS AND ALLEYS EXCEPTALLEY LONGITUDINAL REINFORCEMENT BARSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119971003

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

L6"PAY LIMITS FOR PROP.463 & 456PAVEMENTPAY LIMIT FOR PROP.457DRIVEROUT AND SEAL 1" DEEPTHROUGH LIMITS OF KEYWAY.2"14% MAX. SLOPE6" DR.NO. 3 BARST/2 T/21-1/2"2"1"METALKEYWAYNO EXTRA PAY FORINCREASED THICKNESS2’SECTION A-APROPERTYLINE2"NO. 3 BARS14% MAX. SLOPE2’SECTION C-C4’ MIN. TRANSITION 1’-0"10’ MIN. (VARIABLE WIDTH)1’-0"4’ MIN. TRANSITIONNOTES:1. OFFSETS IN DRIVES TO MATCH PROPOSED WALKS WILL BEBUILT MONOLITHIC WITH THE DRIVE.6"A1"/1’ MAX. SLOPE2. PAVEMENT JOINTS WILL NOT EXTEND THROUGH DRIVE.2"3. KEYWAY LIMITS WILL COINCIDE WITH LIMITS OF 2" CURB.4. REINFORCING STEEL WILL NOT EXTEND THROUGH KEYWAY.DRIVE WILL NOT BE TIED TO PAVEMENT.TKEYWAY5. MAXIMUM SLOPE ON DRIVE IN ANY DIRECTION SHOULD BETO RESPECT PRINCIPLES OF BARRIER FREE CONSTRUCTION.ALOT LINE6. LENGTH OF TRANSITION FOR CURB AT EACH SIDE OF DRIVEMAY VARY DUE TO STREET GRADES AND REQUIREMENT TO5’-0"HOLD MAXIMUM SLOPE OF 1"/1’.PROPERTY LINEC7. AN EXPANSION JOINT SHALL BE PLACED AT THE PROPERTY LINE.EXPANSION MATERIALAND PAY LINE4.5’ USUAL AND MAX.LESS IF P CLOSER2%MAX.4’ NORMALEXPANSION JOINT6" REINF. CONC. DRIVE4572%MAX.14% MAX.3’ MIN. WALK AREATO WALK4’ NORMALB2’ USUALEXPANSION MATERIAL AND PAY LINE8’ MINIMUM TRANSITION4" CONC.SIDEWALKB2%MAX.4’ WALK8. NOTES 1, 2, 4, 10, 11, AND 12 ON PAGE 1004 CONCERNING PAVEMENTJOINTS APPLY TO THIS PAGE ALSO.EXPANSION MATERIAL6" REINFORCED CONCRETE DRIVE4" CONCRETE SIDEWALK5’ WALK4" CONC.SIDEWALK2%MAX.MAX. SLOPE14.0%4"NO. 3 BARS PARALLEL TO EDGE OF DRIVESECTION B-BNO. 3 BARS ON 24" CENTERSBOTH WAYS.PAY LINE ATROUT AND SEAL 1" DEEP4"NO EXPANSION MATERIALBACK OF CURBLENGTH OF KEYWAY6"KEYWAYFACE OF CURBAPPROVEDC4’-0" 1’-0" 1’-0"4’-0"DATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATION20’ MINIMUMON LOCAL/COLLECTOR STREETSSPECIAL DRIVEWAY TURNOUT DETAILLOCAL STREETSNOTE:THIS DESIGN IS FOR USE ONLY FORDRIVES CONSTRUCTED 5’ OFF THELOT LINE WHEN APPROVED BYTHE CITY.SPECIAL DRIVEWAY TURNOUTSONLY FOR DRIVEWAYS CONSTRUCTED 5 FEETOFF THE LOT LINEDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119971004A

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

10’-6"13’-6"15’-6"18’-6"20’-6"6"2’-6" 2’-6" 2’-6" 2’-6"6"3’-3" 3’-3" 3’-3" 3’-3"6"3’-9" 3’-9" 3’-9" 3’-9"6"4’-6" 4’-6" 4’-6" 4’-6"6"5’-0"5’-0"5’-0"5’-0"TTTTTT/2T/2T/2T/2T/26"2’-0" 2’-0" 2’-0" 2’-0" 2’-0"6"2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0"1’-0"6"2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0"1’-0"6" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 1’-6" 6"6"2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0"1’-6"6"22’-6"28’-6"30’-6"6"5’-6" 5’-6" 5’-6" 5’-6"6"7’-0"7’-0"7’-0"7’-0"6"7’-6" 7’-6" 7’-6" 7’-6"TT/2T/2TTT/26" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 1’-6" 6"6" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 1’-6" 6"6" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 1’-6" 6"6" 1’-6"3/8" R5/8"HALF SECTIONS- REINFORCED CONCRETE PAVEMENT AND CURBS7 1/2"1" R2" RALL BARS FOR T < 9" TO BE NO. 3 TRANSVERSE BARS TO BE SPACED ON 2’-0" CENTERS.ALL BARS TO BE NO. 4 FOR 9" < T < 12"ALL CROWNS TO BE PARABOLIC IN SECTION AND SYMMETRICAL ABOUT CENTERLINE.VARIESPAY LIMIT1 1/2"(ALTERNATE DESIGN USING PARABOLIC SECTIONS)6"SPECIAL CURB & GUTTER6"VARIES ACCORDING TO ROADWAY WIDTH SPECIFIEDVARIES ACCORDING TO ROADWAY WIDTH SPECIFIED3/8" R3/8" RSPECIFIEDH.M.A.C.6" 12"ASPHALT SURFACE OF THICKNESS SPECIFIEDT/2TSCHEMATIC HALF SECTION OF REINFORCED CONCRETEBASE WITH INTEGRAL CURB & GUTTER AND ASPHALT SURFACEAS SPECIFIED6"SEPARATE1 1/2" THICK. FINE GRADED ASPHALT SURFACE COURSE( USUAL 24" )CONC. CURB& GUTTERFIRST POUR 4 1/2" COARSE GRADED ASPHALT BINDER2 1/2"SCHEMATIC HALF SECTION OF ASPHALT PAVEMENTWITH SEPARATE CONCRETE CURB & GUTTER2 1/2"PAYLIMIT3" R1:3 BATTER3" 1 1/2" RINTEGRAL CURB6"TPAYLIMIT3"3" R1:3 BATTER1 1/2"1’-6"6"THICKNESS3/8" RINTEGRAL CURB & GUTTERT AEXCEPT AS INDICATED ABOVE, ALL SECTION DETAILS SHALL BE IDENTICAL TO THOSESHOWN ELSEWHERE ON THIS SHEET FOR COLLECTOR AND LOCAL TYPE STREETS.TABLE OF CROWN HEIGHTS AND ORDINATESFOR VARIOUS PARABOLIC SECTIONSFULLCROWN* SEE NOTE 12.3/4 POINT MID POINT 1/4 POINTROADWAY TYPE TOTAL 3/4MID 1/4WIDTH SURFACE CROWN POINT POINT POINT20’ CONCRETE 3" 1-11/16" 3/4" 3/16"20’ ASPHALT 4" 2-1/4"1" 1/4"26’ CONCRETE 4" 2-1/4"1" 1/4"26’ ASPHALT 5" 2-13/16" 1-1/4" 5/16"33’ CONCRETE 6" 3-3/8" 1-1/2" 3/8"33’ ASPHALT 7" 3-15/16" 1-3/4" 7/16"36’ CONCRETE 6" 3-3/8" 1-1/2" 3/8"36’ ASPHALT 7" 3-15/16" 1-3/4" 7/16"40’ CONCRETE 6" 3-3/8" 1-1/2" 3/8"40’ ASPHALT 7" 3-15/16" 1-3/4" 7/16"44’ CONCRETE 6" 3-3/8" 1-1/2" 3/8"44’ ASPHALT 7" 3-15/16" 1-3/4" 7/16"56’ CONCRETE 8" 4-1/2" 2" 1/2"56’ ASPHALT 9" 5-1/16" 2-1/4" 9/16"60’ CONCRETE 8" 4-1/2" 2" 1/2"60’ ASPHALT 9" 5-1/16" 2-1/4" 9/16"STANDARD PAVEMENT THICKNESS(T) OF STREETS FOR VARIOUSSTREET CLASSIFICATIONS ANDTRAFFIC DESIGN LOADING AREAS FOLLOWS:CLASSIFICATIONT-LOCAL STREET, NOT ON 6"BUS ROUTE.-LOCAL STREET, ON BUS 6"ROUTE.-RESIDENTIAL COLLECTOR 8"-COMMUNITY COLLECTOR 9"NORMAL TRAFFICDESIGN LOADING.-COMMUNITY COLLECTOR 10"HEAVY TRAFFICDESIGN LOADING.-PRINCIPAL AND MINOR9"ARTERIALS, NORMALTRAFFIC DESIGNLOADING.-PRINCIPAL AND MINOR11"ARTERIALS, HEAVYTRAFFIC DESIGNLOADING.-CBD STREETS 10"ON 4" CTB-CBD STREETS 10"ON 8"CEMENT(ALTERNATE DESIGN) STABILIZEDSUBGRADE (10%)SEE PAVING DESIGN MANUAL, TABLEV-1 FOR DESIGN DETAILS6"ALL DETAILS RELATING TO CROWN HEIGHTS AND CONTOUR SHALL BE IDENTICAL TO THOSESHOWN FOR " REINFORCED CONCRETE BASE WITH ASPHALT SURFACE." ASPHALT SHALL BE3/8" RPLACED IN LIFTS OF NO MORE THAN 3 INCHES.1:3 BATTER3/8" RGENERAL NOTES FOR ALL TYPES OF REINFORCED CONCRETE3"3" 1 1/2" R3" 1 1/2" R1 1/2" RPAVEMENT OR BASE -- ARTERIAL, COLLECTOR, & LOCAL.6"6"6"1:3 BATTER3/8" R6"7"6"7"6"27 1/2"6"3"17 1/4"6"6"3"7"3" R1:3 BATTER3/8" R1. ALL SUBGRADE COMPACTION UNDER STREET PAVEMENT SHALL BE 98% STANDARD PROCTORDENSITY AT +2% OF OPTIMUM MOISTURE.6"6"6" 6"6"2. THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE AS2’-6"2’-0"1’-6"INDICATED ON THE PLANS AND ON THE SPECIFICATIONS.3. BARS SHALL CONFORM TO CITY OF DALLAS STANDARD SPECIFICATIONS AND BE GRADE40 ksi DEFORMED REINFORCING BARS. SIZES AND SPACING SHALL BE AS INDICATEDSEPARATE CURB & GUTTERHEREIN EXCEPT SUCH ALTERNATES THAT MAY BE ALLOWED IN THE SPECIFICATIONS.REINFORCEMENT SHALL BE NO. 4 BARSNOTE: SEPARATE CURB WITH 12" AND4. ALL CURB AND CURB & GUTTER SHALL BE INTEGRAL WITH PAVEMENT OR BASE EX-CEPT THAT FOR ASPHALT PAVEMENT.18" GUTTER SHALL BE USED5. AS REFLECTED IN "TABLE OF CROWN HEIGHTS AND ORDINATES FOR VARIOUS PARA-BOLIC SECTIONS", TOTAL CROWN HEIGHTS FOR ASPHALT PAVEMENT AND CONCRETEMATCH EXISTING CONDITIONS.BASE WITH ASPHALT SURFACE SHALL BE UNIFORMLY ONE INCH GREATER THANTHOSE INDICATED FOR CONCRETE SURFACES, WIDTH FOR WIDTH OF ROADWAY.18"6. CROWNS FOR ALL DIVIDED ARTERIAL STREET TYPE SHALL BE STRAIGHT LINE SLOPES.5’-0"20 1/4"7. CROWNS FOR ALL UNDIVIDED ARTERIAL, LOCAL OR COLLECTOR STREET TYPES MAY BEPARABOLIC OR STRAIGHT IN SECTION.NO EXPANSION MATERIAL 3"8. DETAIL AND ARRANGEMENT OF JOINTS, ALL TYPES, SHALL BE AS SHOWN ON SHEET 1003.9. INTEGRAL CONCRETE CURB AND CURB & GUTTER SHALL BE OF THE SAME COM-PRESSIVE STRENGTH AS THE PAVEMENT OR BASE.4000 P.S.I. REINF. CONC.3" R3" RCURB AND CURB & GUTTERPAVING DETAILS6"3"ONLY AS REPLACEMENT TO10. SEPARATE CONCRETE CURB & GUTTER SHALL BE OF THE STRENGTH SPECIFIED ONLAYDOWN CURB & GUTTERTHE PLANS.11. SEPARATE CONCRETE CURB & GUTTER SHALL BE MARKED 3/8 " DEEP WITH AN AP-#4 BARPROVED TOOL IN 15 FOOT SECTIONS. EACH FOURTH JOINT SHALL BE AN EXPANSIONJOINT CONFORMING IN DETAILS TO THOSE SHOWN IN "PART C" FOR PAVEMENT EX-6" REINF. CONC. WALK.CEPT THAT THE FILLER SHALL BE OF 1/2 INCH PRE-MOLDED BITUMINOUS JOINT#3 BARS 24" O.C. BOTH WAYS ORMATERIAL SHAPED SIMILAR TO THE CROSS SECTION OF CURB & GUTTER. THREE DOWELS6"X6"-6GA. WIRE MESH.6"2’-3"3"SHALL BE EMPLOYED FOR EACH EXPANSION JOINT.12. BAR LAPS SHALL BE 30 DIAMETERS.3’-0"13. SIX INCHES OF LIME STABILIZED SUBGRADE REQUIRED WHEN THE SOIL P.I. IS GREATERTHAN 15 FOR LOCAL STREETS.NOTES: SUBGRADE UNDER WALK MUST2"BE COMPACTED TO 95% PROCTOR,-EIGHT INCHES OF LIME OR CEMENT TREATED SUBGRADE REQUIRED WHEN THE SOIL P.I.OR USE A SAND CUSHION OFAPPROVEDIS GREATER THAN 15 FOR COLLECTOR OR ARTERIAL STREETS, NORMAL TRAFFIC DESIGN LOADING.4" MIN. THICKNESS.DIRECTOR OF PUBLIC WORKS & TRANSPORTATION-EIGHT INCHES OF CEMENT MODIFIED SUBGRADE (AT 4% DRY WEIGHT OF SOIL) FOR ARTERIALDATE:STREETS WHEN SOIL P.I. IS LESS THAN OR EQUAL TO 15, NORMAL TRAFFIC DESIGN LOADING.MOUNTABLE CURB AND GUTTER DETAILS-EIGHT INCHES OF CEMENT STABILIZED SUBGRADE FOR COMMUNITY COLLECTOR AND ARTERIALSTREETS REGARDLESS OF SOIL P.I. FOR HEAVY TRAFFIC LOADING DESIGNS.REINF. CONC. WALK DETAILS(SEE PAVING DESIGN MANUAL, TABLE V-1)-CBD STREETS REQUIRE 4" CTB, 650 PSI COMPRESSIVE STRENGTH ON 6" COMPACTED SUBGRADE WITHPAVEMENT HALF SECTIONS10" THICK REINFORCED CONCRETE PAVEMENT, REGARDLESS OF SOIL P.I. OR, IN THE ALTERNATE,8 INCHES OF CEMENT STABILIZED SUBGRADE (AT 10% OF DRY WEIGHT OF SOIL) WITH 10" THICKAND CURB SECTIONSREINFORCED CONCRETE PAVEMENT. SEE PAVING DESIGN MANUAL, TABLE V-1 FOR DESIGN DETAILS.7"DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119971006

.6"VARIABLE3/8"R3"6"1 1/2"R18"NOTE: GUTTER SLOPES 1"/12"3/8"R3"6"NOTE: GUTTER SLOPES 1"/12"1 1/2"R3/8"R3"6"18"1 1/2"RNOTE: GUTTER SLOPES 1"/12"H.M.A.C.3/8"R3"1"R12" USUALVARIABLE3"1:4 BATTER1 1/2"R6"3/8"R9"10 1/2"3"NO. 5PAY LIMITNO. 31:4 BATTER1 1/2"R6"10"3"NO. 5PAY LIMIT1:4 BATTER1 1/2"R6"3/8"R9" 1 1/2"1"RNO. 390^90^90^6" 6"6" 6"PAVEMENT FOLLOWSSTREET CONTOURPAVEMENT FOLLOWSSTREET CONTOURCBD SEPARATE CURB & GUTTERREINFORCEMENT SHALL BE NO. 5 BARS REINFORCEMENT SHALL BE AS NOTED REINFORCEMENT SHALL BE AS NOTEDFOR REPLACEMENT OF MID-BLOCKCBD SEPARATE CURB & GUTTERSCALE: 1 1/2" = 1’PROPERTY LINE OR BLDG. LINENO. 3 BARS ON 24" CENTERSBOTH WAYS6" SIDEWALKWIDTHBBAEXPANSION JOINT NO EXPANSION MAT’LASTREET4"WARP LINE4"EXPANSION JOINTNO. 3 BARS PARALLELTO EDGE OF DRIVECBD INTEGRAL CURBCBD INTEGRAL CURB & GUTTERSECTIONS TO MATCH EXISTINGSCALE: 1 1/2" = 1’ SCALE: 1 1/2" = 1’ NO SCALEMETALKEYWAYNOTES:T/2 T/21"1-1/2"PAY LIMITS FOR PROP.PAVEMENT 463 & 456PAY LIMIT FOR PROP.2"DRIVE1" NO. 3 BARSNO EXTRA PAY FORINCREASED THICKNESS2’SECTION A-ANO SCALEROUT AND SEAL 1" DEEPTHROUGH LIMITS OF KEYWAY.1. STANDARD PAVEMENT FOR CBD STREETS IS INTEGRALCURB WITH 10" THICK REINFORCED CONCRETE PAVEMENT ON 4" CTB650 PSI, NO ASPHALT SURFACES. ANY EXCEPTIONS MUST BE PROVIDEDFOR IN THE PLANS APPROVED FOR THE PROJECT.6" DR.* REMOVAL OF ASPHALT CONCRETEOVER CONCRETE BASE WHICHWILL REMAIN IN PLACE WILL BEPAID FOR AS 201REMOVEEXIST. CURB1’ USUAL& GUTTER6" 3000 P.S.I. CONCRETE ASPHALT CONCRETE FINEINTERGRAL CURBGRADED SURFACE COURSE604 SAWCUT202WITH 12" GUTTERVARIABLE THICKNESS201 *PROPOSED410 5043/4"/1’ Desirable Max.CURB0.1’/1’ Absolute Max.EXIST. ASPHALTICCONCRETE SURFACEPAY LINEEXIST. CONCRETEBASE TO REMAIN6"2. 9" BASE USED WITH STANDARD 4" CTB, 650 PSI DESIGN;9" BASE USED ON ALTERNATE 8" CEMENT STABILIZED SUBGRADE(@10%) DESIGN4000 P.S.I. R.C. ST. HEADER TO1"3. KEYWAY LIMITS WILL COINCIDE WITH LIMITS OF 1" CURB.4. REINFORCING STEEL WILL NOT EXTEND THROUGH KEYWAY.DRIVE WILL NOT BE TIED TO PAVEMENT.9" REINF. CONCRETE BASEREMOVE EXIST.CONCRETE BASEWITH ASPHALTPAY LINEBE USED WHERE EXIST. STEELCANNOT BE EXPOSED OR WHEREBASE IS DETERIORATED. PAY FORAS4605’ MIN20’ TYP 5’ MIN5. MAXIMUM SLOPE ON DRIVE IN ANY DIRECTION SHOULD BE 1" PER 1’.TO RESPECT PRINCIPLES OF BARRIER FREE CONSTRUCTION.427SURFACE2016. LENGTH OF TRANSITION FOR CURB AT EACH SIDE OF DRIVEMAY VARY DUE TO STREET GRADES AND REQUIREMENT TOCBD PAVEMENT REPLACEMENTHOLD MAXIMUM SLOPE OF 1" PER 1’.NO SCALECBD DRIVEWAY TURNOUT DETAILSCALE: 1" = 5’EXPANSION MATERIAL6"- REINFORCED CONCRETE DRIVE7-16-854" NON-REINFORCEDNOTE: BARRIER FREE RAMPSCONCRETE SIDEWALK ITEM 3574"SHALL HAVE A GROOVED RAKEFINISH 1/8" DEEP SPACED 1"APART. DRIVEWAY RAMPS NEEDNOT BE RAKED.PAY LINE6’ MIN. VARIABLE HEIGHTCURB 6" TO 5/8"SECTION B-BNO SCALE30"5 / 8T H R U B" C UWARPF. R .R B4"- REINFORCED RAMP WITH NO. 3 BARSAT 24" O.C.E.W. BACK OF WALK TO BACK OF CURB36"P.C.WARP6’ MIN. VARIABLE HEIGHTCURB 6" TO 5/8"2’-6" GRID ALONG CURB18"FACE OF CURB4"CBD BARRIER20’RP.C.10’7’-6"PAY LINEEXPANSION JOINT2’-6" GRID ALONG CURB10’ USUAL2" 71/2"13 1/2"R6"RFREE RAMP1/2" EXPANSION JOINT EVERY 40’SCALE: 1"=10’TOOLED JOINTSTYPICAL SIDEWALKCBD DETAIL FOR SHALLOW DEPRESSION INLETSSCALE: 1/2"=1’APPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONPROPERTY LINESCALE: 1"=10’NOTE: SEE PAGE 2004 FOR REINFORCEMENT DETAILSMISCELLANEOUS DETAILS4"-NON-REINFORCEDCONCRETE WALKNOTE: TOOLED JOINTS FOR SIDEWALKS AGAINST CURBMUST MATCH STREET PAVING JOINTS.EXPANSION JOINTS FOR SIDEWALKS AGAINST CURBMUST ALIGN WITH THE EXPANSION JOINTS IN STREET PAVEMENT.CBDSPECIAL DETAILSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119971007

STANDARD RECESSED STORM DRAINAGE INLETS & CURBSSPECIAL "Y" INLETSTANDARD TYPE "Y" INLET4’-0"3’-6"AUSE 9" LONG NO. 3 BARS ON 24" CTRS. DRILLED3" INTO THE BACK OF INLET AND 6" INTO SIDEWALK6" 1’-6" 1’-6"6"6" 1’-3" 1’-3" 6"AND EPOXY GROUTEDVARIABLE13’ RADIUSCONC.WALK1/2" PREMOLDED EXPANSIONMATERIAL3/4" EXPANSION MATERIAL1’P L OF STREET13’ RADIUSCONC.WALKA1’-6"1’-6"6"A4’-0"A6" 1’-3"1’-3" 6"A3’-6"2’-0"WARP PAVE. SURF. TO THROAT OF INLET6"BENT BARSSTRAIGHT BARSNORMAL 6"INT. CURB1/2" EXPANSIONMATERIAL13’ RADIUSANORMAL FACE OF CURBPAY LIMIT LINENOTE: STREET SAWED DUMMYJOINT SHALL BE TOOLEDTHROUGH INLET THROAT.13’ RADIUSBLOCKOUTLINECONSTRUCT EXPANSIONJOINTS AT BLOCKOUT EDGESPROVIDE STREET SAWED DUMMYJOINT OR CONSTRUCTION JOINT INLINE WITH BLOCKOUT EDGES FORCONC. INTEGRAL PAVEMENT.ALL REINFORCING SHALL BE NO. 4 BARS."B" BAR "C" BAR "D" BARNOTES: DEPTH OF INLETS MAY VARY TO SUIT CONDITIONS IN THE FIELDOR AS SPECIFIED ON PLANS.USE CITY OF DALLAS STANDARD INLET FRAME & COVERPAGE 2004 (22 1/8 " FRAME)10’VARIABLE WITH SIZE OF INLET10’VARIABLE HEIGHT CURBVARIABLE HEIGHT CURB6"6"NORMAL 6"INT. CURB7 1/2"11 1/2"TOP OF INLETSECTION B-B6 1/2"GUTTER GRADE AT NORMAL FACE OF CURBGUTTER GRADE ALONG VARIABLEHEIGHT CURB.B6"6"6"4’-6""B" BAR"A" BAR1/2"2"12"C. TO C."E" BARS1’-6"WELDBB18"1/2"7"3’-6" USUAL5’-1" USUALBB4’-0" USUAL12"C. TO C."B" BARCONC. BUILD UP9"VARIABLECONC. BUILD UP6"2’-0"SLOPE 1/4" PER FOOT4"WALK1’-0"4"SLOPE 1/4" PER FOOT4"6"SECTION A-A71/2"6"PL71/2"13 1/2"R6"18"SECTION A-A2’-6" 3"4’-6" USUAL12"6"R6"4 7/8"2’-4" 6""A" BARS SHALL BE NO. 8 BARS PLACED AS SHOWN& WELDED AT EACH CORNER OF THE INLET.ALL OTHER BARS SHALL BE NO. 5 BARS PLACEDAS SHOWN."B" BARSB6" 2’-0" 6"3’-0"SECTION A-AFOR 36", 48" & 60" INLETS6"SECTION A-AFOR 6’, 8’ & 10’ INLETSNOTE:1. SEE PAGE 2004 FOR REINFORCING & BEAM DESIGN.2. PLASTIC OR NEOPRENE COATED STEEL STEPS SHALLBE PROVIDED FOR ALL EXTRA DEPTH INLETS GREATERTHAN 4.5’ AND SHALL BE EMBEDDED SECURELY INTOBACK OF INLET ON 15" CENTERS VERTICALLY ANDSTAGGERED ON 12" CENTERS HORIZONTALLY.3. SEE DETAIL ABOVE FOR PROPER INLET TIE-IN TO ADJACENT3’-0""A" BAR3" CLEARSECTION B-B3" 2’-6"SIDEWALK FOR ALL SIZE INLETS THAT ARE ADJACENT TOAPPROVEDSIDEWALKS.DIRECTOR OF PUBLIC WORKS & TRANSPORTATION4. GENERAL NOTES 1-10 ON SHEET 2003 ALSO APPLY TO THISDATE:SHEET.5. EXPANSION JOINTS SHALL BE CONSTRUCTED ALONG EDGES OFALL STREET INLET PAVEMENT BLOCKOUTS.3’-0"WELDDRAINAGE DETAILS6. CONCRETE FOR INLETS TOPS SHALL BE CLASS HAND FINISHSTANDARD INLETS & CURBSCONCRETE (4500 psi) WHEN USED IN STREETS AND ALLEYS.SECTION B-B"Y" TYPE INLETSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119972001

7 ’ - DOWNSTREAMUPSTREAM5 ’ DOWNSTREAMVARIES- 4’-0" TO 5’-0"VARIES - 6’-0" TO 10’-0"VARIES - 4’-0" TO 5’-0"4"614"615 ’6 ’UPSTREAMVARIES - 6’-0" TO 10’-0"TOP OF CURBTOP OF CURBGUTTER FLOW LINEGUTTER FLOW LINEDO NOT INCLUDE VARIABLE HEIGHT CURBIN UNIT PRICE BID FOR INLETDO NOT INCLUDEVARIABLE HEIGHTCURB IN UNIT PRICEBID FOR INLETAT CURB FACE.DO NOT INCLUDE VARIABLE HEIGHT CURBIN UNIT PRICE BID FOR INLETDO NOT INCLUDEVARIABLE HEIGHTCURB IN UNIT PRICEBID FOR INLETAT CURB FACE.LATERALLATERALSECTION C-C1 01 2SECTION F-F1 01 2SCALEFEETSCALEFEET8 ’ -6"7 ’ -6"6" 6"6"4"613 BARS A6"TOP OF CURB4"613 BARS ATOP OF CURBFLOWFLOWFLOWFLOW3/4" X 4" MCH. BOLTS3/4" X 4" MCH. BOLTS5’-0"4’-6"2’-6" WF 15.5-2’-8" LONG1/2" MORTAR FINISH, TROWEL TO ASMOOTH HARD SURFACE5’-0"4’-6"6" WF 15.5- 2’-8" LONG " M O R T A R FTO A SMOOTH HARD SURFACE1’-0"LATERAL1’-0"LATERAL6"SECTION B-BSECTION E-E1 01 2SCALEFEET6"1 01 2SCALEFEETDO NOT INCLUDE VARIABLE HEIGHT CURB8 ’ -DO NOT INCLUDEVARIABLE HEIGHTDO NOT INCLUDE VARIABLE HEIGHT CURBIN UNIT PRICE BID FOR INLET.6 ’DO NOT INCLUDEVARIABLE HEIGHTCURB IN UNIT PRICEBID FOR INLET.IN UNIT PRICE BID FOR INLET.CURB IN UNIT PRICEA8 BAR BBID FOR INLET.D6 BARS B3 BARS A3 BARS A6"6"6"CURB3’-0"1’-6" 6"BBCURBSTANDARD INLET GRATESAND FRAMES. SEE PAGE 2010.3’-0"1’-6"EE6"6"C5 BARS GAPLAN VIEWCPROVIDE ONE STREET OR ALLEY SAWED DUMMY ORCONSTRUCTION JOINT IN LINE WITH EDGE OF EACH INLET.PROVIDE ONE STREET OR ALLEY SAWED DUMMY ORCONSTRUCTION JOINT IN LINE WITH EDGE OF INLET FOREVERY TWO INLETS ADJACENT TO EACH OTHER .FDPLAN VIEW1 01 2F3 BARS G1 01 2SCALEFEETEXPANSION JOINT3 BARS ADEPRESSION OFGRATES TO SUITCONDITIONS.4"6" R.1’-0"1 /2" R.SCALECAST WITH CURB6 BARS BFEET6"STEEL DETAIL8’-8" - TRIPLE GRATE INLET5’-11" - DOUBLE GRATE INLET3 BARS ADEPRESSION OFGRATES TO SUITCONDITIONS.4"6" R.1’-0"1 /2" R.CAST WITH CURB6 BARS BGENERAL NOTES:1. PROVIDE EXPANSION JOINTS ALONG EDGES OF ALLSTREET PAVEMENT BLOCKOUTS.2. CONCRETE FOR INLET TOPS SHALL BE CLASS A HANDFINISH CONCRETE (4500 psi) WHEN USED IN STREETSAND ALLEYS.3. TYPE " L " GRATES SHALL BE USED AS SHOWN ONSHEET 9010.BARS A - #5 BAR, 9’-8" LONG ( TRIPLE GRATE INLET )6’-11" LONG ( DOUBLE GRATE INLET ),4. LATERAL MAY ENTER INLET AT ANY GRADE, ANGLE OR3 REQUIRED.LOCATION. INCLUDE IN UNIT PRICE BID FOR STANDARD5 BARS G3 BARS GSEE SHEET 2004 FOR#STEEL DETAILS FORWALLS & BOTTOMGRATE INLET COMPLETE IN PLACE ALL ITEMS, INCLUDINGEXCAVATION.5. REINFORCING STEEL AND CASTING SHALL CONFORM4’-6"5’-0"SEE SHEET 2004 FOR#STEEL DETAILS FORWALLS & BOTTOM2’-0"5"4’-6"5’-0"SEE SHEET 2010 FORTO THE SPECIFICATIONS.6. EXTRA DEPTH OF INLETS WILL BE DIMENSIONED ON PLANS.A SEPARATE BID ITEM PER FOOT OF EXTRA DEPTHWILL BE PROVIDED. STEPS WILL BE REQUIRED.2 STANDARD FRAME DETAIL7. PROVIDE STREET AND ALLEY JOINTS AS SHOWN FORAND SHEET 9010 FORINTEGRAL CONCRETE PAVEMENT.22GRATE DETAILS.BARS B - #5 BAR, 3’-9" LONG, 8 REQUIRED ( TRIPLESEE SHEET 2010 FORGRATE INLET ) ; 6 REQUIRED ( DOUBLESTANDARD FRAME DETAILGRATE INLET )AND SHEET 9010 FORAPPROVEDGRATE DETAILS.DIRECTOR OF PUBLIC WORKS & TRANSPORTATION1’-3"DATE:6"6"DRAINAGE DETAILS6" 2’-0"6"6"6" 2’-0"6"DOUBLE GRATE INLET3’-0"3’-0"TRIPLE GRATE INLETSECTION A-A1 01 2SCALEFEETBARS G - #3 BAR, 1’-3" LONG, 5 REQUIRED ( TRIPLEGRATE INLET ) ; 3 REQUIRED ( DOUBLEGRATE INLET )SECTION D-D1 01 2SCALEFEETDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119972002

1 STEEL SCHEDULE FOR 14-FOOT INLETSBARCODEABNO.REQ’D1210BARSIZE44LENGTH16’-1"11’-2"SPACE*2WEIGHT(LBS.)12979DESCRIPTION AND REMARKSSEE DETAILSSEE DETAILS**WALLS 13" CTR.BOTTOM 12" CTR.SEE SECTION "EE"ALTERNATE CONSTRUCTIONALTERNATE PRECAST INLET BOTTOMSMAY BE APPROVED ON A INDIVIDUAL BASISFOR INLETS IN STREETS AND ALLEYS ONLY.A15"15"MINCINLET COVERD15’-0"6’-8" 6’-8"6" 8" 6"6"ACD142444 ’1 4 ’18"8"4519SEE DETAILSSEE DETAILSSEE SECTION "BB"PRE-CAST INLETS SHALL BE OF EQUAL ORBETTER STRENGTH, MATERIAL AND WORK-MANSHIP, AND SHALL MEET THE STANDARDDESIGN CRITERIA OF THE CAST IN PLACEINLETS SHOWN IN THESE DETAILS.USUAL 10’-0"FRAME3’-6"USUAL 10’-0"FGHJK71541224343416’-1"3’-9"4’-7"3’-0"3’-0"**12"416"*752813144.00SEE DETAILSSEE DETAILSSEE DETAILSSEE DETAILSSTRAIGHT BARS****SEE SECTION "CC"SEE SECTION "BB"SEE SECTION "EE"SEE SECTION "BB" " E XMATERIALEXPANSIONJOINT " E X P A N S I4’-0"MIN. 50^12"MINCD " C HAROUND OPENINGPAY LINEPROVIDE STREET SAWED DUMMY ORCONSTRUCTION JOINTS IN LINE WITH12" 6" " E X P A N S I " E XMATERIALEXPANSIONJOINTU533’-9"98SEE DETAILSPLAN VIEWEDGE OF INLET WALLSPROVIDE STREET SAWED DUMMY ORCONSTRUCTION JOINTS IN LINE WITH BLOCKOUTTOTAL STEEL FOR 4’-6" STANDARD DEPTH INLET.415 LBS.EDGES FOR INTEGRAL CONCRETE PAVEMENTWEIGHT OF STEEL MAY VARY WITH INCREASED10’ MAX15’-0"10’ MAXDEPTH OF INLET BY AN AVERAGE OF 17.5 LBSP E R E A C H F O O TVARIABLE HEIGHT CURBVARIABLE HEIGHT CURB5.25 CUBIC YARDS OF 3000 P.S.I. CONCRETEREQUIRED PER STANDARD INLETB6’-8" 6’-8"6" 8" 6" " E X P A N S I " E X P A N S IC O N C R E T E F O R E A C HBARS "H"48BARS "A" 14’-8"OF DEPTH 0.32 CU. YD.84BARS "H"3’-9"BARS"B"4’-3"1BARS"C"CL4" 4"BARS"U"7’-6"6"4"INLET DEPTH MAY VARY AS SHOWN ONPLANS OR AS DIRECTED BY THE ENGINEER4’-6"STANDARD DEPTHBVARIABLE HEIGHT CURB NOT PART OF INLET,HOWEVER MAXIMUM LENGTH WILL BE USEDWHEN INLET IS LOCATED IN SAG.VARIABLE HEIGHT CURB LENGTH MAY VARY ASDIRECTED BY THE ENGINEER AND WILL BEGOVERNED BY STREET GRADE.BARS "F" 14’-8"BARS "H" 3’-2"3’-2"1CL1’-7"SECTION A-AFALSE BOTTOM WITH WARPED INVERTTROWELED TO A SMOOTH HARD SURFACE,S L O P E D F R O M "FIT CONDITIONS.1BARS"H"BARS BBARS U BARS A BARS B4"113’-5"BARS"D"3812"424"23"8"BARS"B"CONSTRUCTIONJOINT2"CLBARS KBARS CBARS DEE360^6"4BARS"C"6"173^45"*342BARS"G"2" 2"BARS"A"6"BARS GBARS F6R=5"2"CL5"BARS"U"BARS"J"14"SECTION E-E & HALF SECTION ELEVATIONBARS JBOTTOMBAR DETAILSUSUAL 4’-0"1’-6" 12"CTRBARS GTOPSECTION B-BPLANNO SCALEEXPANSIONJOINT " E XMATERIAL12"CORNER RADIUS 1"15"1’-6"4 3 4 2 21 CL8"82" CL4"12"15"1 CL2" CL4"PAVEMENTREINFORCEMENT9"PAY LINE2"CL6"BARS A6"2"CLR=12’1CL6" 5"BARS FBARS DBARS CBARS G1’-6"1 CONSTRUCTION JOINTBARS A1BARS JBARS BBARS B1CL8"6"1’-7"USUAL 5’-0"9"PAY LINE2"CLBARS A6"2"CLR=12’1CL6"BARS F1BARS JBARS BBARS DBARS CBARS GBARS UBARS HBARS ABARS B8"6"1’-7"USUAL 5’-0"GENERAL NOTES1. CONCRETE FOR INLET CONSTRUCTION SHALL BE CLASS HANDFINISH CONCRETE (4500 psi) WHEN USED IN STREETS AND ALLEYS.2. DIMENSIONS RELATING TO PLACEMENT OF REINFORCING BARSARE FROM CENTER TO CENTER OF BARS UNLESS OTHERWISENOTED. BAR SPLICES ARE PERMISSIBLE IF BARS ARE TIEDAND OVERLAPPED 30 DIAMETERS.3. PIPE LATERALS MAY ENTER INLET AT SIDES OR ENDS.4. STRUCTURAL EXCAVATION WILL NOT BE A SEPARATE PAYITEM.5 . C H A M F E R A L L E X P O S E D E D GAPPROVED6. INLET COVER & FRAME SHALL BE AT THE SAMEDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONEND OF INLET AS PIPE LATERAL.DATE:7. SEE SHEET 2001 FOR SIDEWALK ADJACENT TO INLET DETAIL.8. PROVIDE STREET JOINTS AS SHOWN FOR INTEGRAL CONCRETEDRAINAGE DETAILSPAVEMENT."14-FOOT" CURB INLETPERMISSIBLE9. PROVIDE EXPANSION JOINTS ALONG EDGES OF ALL STREETPAVEMENT BLOCKOUTS.STANDARD DEPTH 4-FEET 6-INCHESCONSTRUCTIONJOINT2"CL6"2"CL6"10. EXTRA DEPTH INLETS WILL BE DIMENSIONED ON PLANS.DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION6"2’-6"6"3’-6"6"2’-6"6"3’-6"A SEPARATE BID ITEM PER FOOT OF EXTRA DEPTH WILLBE PROVIDED. STEPS WILL BE REQUIRED IN THIS CASE.CITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.SECTION C-CSECTION D-DAPRILC.O.D. A.B.&A. 251D 119972003

1 1 C L A T 1 "USUAL 4’-6" - MAX. 5’-0"6"VARIABLE6"73 ’ - 1 ’ -BARS B6"BAR AINLET OPENING L IN INCHESW A R P T O S U I TMORTAR FINISH TROWELED TO ASMOOTH HARD SURFACESECTION B-BC18"BAR CPIPE4"7BARS AUSUAL 4’-6" - MAX. 5’-0"VARIABLE6"NORMAL SLOPE " /CONFORMS TOPARKWAY SLOPEPIPEBARS C5"76" 2’-0" 6"12"74"8"12"1" RBAR GPAVING3’-0" 36, 48 & 60SECTION C-CPAY LINEINCH INLET8"A1" LETTERINGR A I SKEY HOLE1" LETTERSR A I SPICK HOLE& "DRAINPLAN OF COVERSTORM9A! " D I A .1 1" 1"A-A21BRONZE BOLT W/ BRASS SPRING8’ INLET10’ INLET9"BCURBCD6’ INLET7’-0"12"GUTTERPIPEPROVIDE EXPANSION JOINTSALONG BLOCKOUT EDGES FORCONCRETE STREETS9’-0"11 ’-0"6" 6"9"CDCORRECTIONS IN PAVING VARY FOR EACH INLET.THE LIMITS OF REMOVING AND REPLACING OFPAVING WILL BE DETERMINED BY THE ENGINEERAND WILL BE MEASURED AND PAID FOR AT THE2’-4"6" 6"3’-4"12" " E XMATERIALGUTTERB4"A1" LETTERSR A I SKEY HOLEA1" LETTERSR A I S7& "PICK HOLEDRAINSTORMPLAN OF COVERA! " D I A .1"1"1A-ASCALE IN INCHES0 3 611BRONZE BOLT W/ BRASS SPRING4’-0"36" INLETCONTRACT PRICE BID PER SQUARE YARD.6"5’-0"6’-0"INLET OPENING L IN INCHES6" 6"48" INLET60" INLETSCALE IN INCHES0 3 6PLANPROVIDE STREET JOINTS TO LINE UP WITH EDGES AS SHOWNINLET OPENING L IN FEETBARS BBARS B6’ INLET7’-O"3’-0"2’-0"BBARS AB8’ INLET10’ INLET6"9"9’-O"11’-O"INLET OPENING L IN FEET6"212"MIN.6"BAR G3"BARS C3"2 64"1" R7 4"7TOP OF CURBFLOW LINE OF GUTTER1SECTION OF FRAME4"CINLET FRAME AND COVERREINFORCING PLANC4’-0"5’-0"6’-0"INLET OPENING L IN INCHES6" 6"36" INLET48" INLET60" INLETSECTION OF FRAMEINLET FRAME AND COVER26"UP GRADEUSUAL 10’ UP GRADEDO NOT INCLUDE SPECIALCURB & GUTTER IN THISWING IN UNIT PRICE BIDFOR INLETUSUAL 4’-6"MAX. 5’-0"VARIABLE6"DOWN GRADEUSUAL 10’ DOWN GRADEDO NOT INCLUDE SPECIALCURB & GUTTER IN THISWING IN UNIT PRICE BIDFOR INLETABUSUAL 10’-0"12" GUTTER3’-0"2’-0"6" 6"18"INLET OPENING L IN INCHES12" 12"PIPEBCURBUSUAL 10’-0"A2’-6"2’-6"2’-6"#5 BARS A2’-9"2’-9"2’-9"36" INLET - 4 REQD.#5 BARS B6" 6"48" INLET - 4 REQD.60" INLET - 4 REQD.36" INLET - 4 REQD.48" INLET - 6 REQD.60" INLET - 8 REQD.521 ’ -32"7#3 BARS H6’ INLET 3 REQ’D.8’ INLET 4 REQ’D.10’ INLET 4 REQ’D.SECTION A-A1" R1"4"7BAR GBAR C16"11’-4"3 3" 3"14112’-4"3BAR H #3DIAM. @18" C-C6" 4"18"BARS DBARS ABAR BBAR D BAR D BAR CBAR DBAR ABAR HBAR CPROVIDE EXPANSION JOINTS " E XALONG BLOCKOUT EDGES FORCMATERIALCONCRETE STREETSCORRECTION IN PAVING VARY FOR EACH INLET. THE LIMITS OF REMOVING AND REPLACINGPAVEMENT WILL BE DETERMINED BY THE ENGINEER, AND WILL BE MEASURED AND PAIDFOR AT THE CONTRACT UNIT PRICE PER SQUARE YARD.PLANPROVIDE STREET JOINTS TO LINE UP WITH EDGES AS SHOWNONE EDGE OFINLET ONLY4’3’-9"4’-9"5’-9"#5 BARS C3’-0"#3 BARS G36" INLET - 2 REQD. 4’-9" LONG48" INLET - 2 REQD. 5’-9" LONG60" INLET - 2 REQD. 6’-9" LONG36", 48" & 60"& " 0REINFORCING STEEL DETAILS NOT TO SCALE3’-0"3"3’-0"3’-0"3’-0"6’ INLET - 10 REQ’D 3’-3" LONG8’ INLET - 13 REQ’D. 3’-3"LONG10’ INLET - 16 REQ’D. 3’-3"LONG#3 BARS A6’ INLET - 1 REQ’D. 4’-10" LONG8’ INLET - 1 REQ’D. 6’-10" LONG10’ INLET - 1 REQ’D. 8’-10" LONG#3 BARS B6’-8"8’-8"10’-8"SCALE IN INCHES0 4 8 126’ INLET - 15 REQ’D. 7’-8" LONG8’ INLET - 15 REQ’D. 9’-8" LONG10’ INLET - 15 REQ’D. 11’-8" LONG1" RBARS F @ C BARS D @ CORS.LALTERNATESECTION D-D( SEE STD. SEC. D-D BELOW )N O R M A LSLOPEBARS C4"BAR D2"2"2"2"BAR F1’-8"1’-8"1’-8"2’-2" 2’-2"2’-8" 2’-8"REINFORCING PLANALTERNATE9"BARS A SPACED 9" CTRS.BAR D1’-8"2"BAR B6’ INLET2"8’ INLET2"10’ INLET2"4"77UP GRADEUSUAL 10’ UP GRADEDO NOT INCLUDE SPECIALCURB & GUTTER IN THISWING IN UNIT PRICE BID FOR INLET4"6"4’-036" INLET5’-0"48" INLET6’-0"60" INLETINLET OPENING L IN INCHES6" 6"18"1" R 1" R TOP OF CURBFLOW LINE OF GUTTER7USUAL 4’-6"MAX. 5’-0"VARIABLE6"DOWN GRADESPECIAL CURB & GUTTERUSUAL 10’ DOWN GRADEIN THIS DISTANCE IS ADO NOT INCLUDEPART OF THE INLETSPECIAL CURB &GUTTER IN THIS WINGIN UNIT PRICE BID FORINLETSECTION A-A36, 48 AND 60 INCH INLETS2"STANDARDCURB & GUTTER71’-6"6"6"FACE OF CURB#4 BARS C6’ INLET - 5 REQ’D. 4’-8" LONG8’ INLET - 5 REQ’D. 4’-8" LONG13.5" R6" RDETAIL FOR SHALLOWDEPRESSION INLETSNOTES APPLICABLE TO ALL INLETS:1. LATERAL PIPE MAY ENTER INLET AT ANY LOCATION.REINFORCEMENT, STRUCTURAL STEEL AND CASTINGS SHALL CONFORM TOTHE SPECIFICATIONS.2. GENERAL NOTES 1-10 ON SHEET 2003 ALSO APPLY3. T O P O F I N L E T S L O P E S H A L L C O N F O R M T O4. CONCRETE FOR INLET TOPS SHALL BE CLASS HAND FINISH CONCRETE (4500 psi) WHENUSED IN STREETS AND ALLEYS.5. ALTERNATE CONSTRUCTION .10’ INLET - 5 REQ’D. 4’-8" LONG#4 BARS D3’-6" 1 REQ’D.6’,8’, & 10’ INLETSNO SCALE#4 BARS F3’-0"6’, 8’ &10’ INLETS& " 0#3 BARS G1" RALTERNATE PRECAST INLETS MAY BE APPROVED ON AN INDIVIDUAL BASIS PRECAST INLETSSHALL BE OF EQUAL OR BETTER STRENGTH MATERIAL, AND WORKMANSHIP AND SHALL MEETTHE STANDARD DESIGN CRITERIA OF THE CAST-IN-PLACE INLETS SHOWN IN THESE DETAILS.6. THE INLET FRAME & COVER SHALL BE AT THE SAME END OF INLET AS101PIPE LATERAL.SCALEFEET7. PROVIDE SHEET JOINTS IN INTEGRAL CONCRETE STREET PAVEMENT AS SHOWN.9" OR 12"P A Y L IN E34" 4"BAR G1BAR C1 331 ’BAR G6" R93744"BARS C3"212’-4"25"1 36" RPIPEBAR H18"2’-4"6" 6"3’-4" 6’, 8’ & 10’ INLETSSECTION C-CS5x101 6"BARS F @ C- BARS D @ COR’S.LSECTION D-DFOR STANDARD INLETSVARIABLE6"BAR DUSUAL 4’-6" - MAX. 5’-0"BAR DBARS C110"PIPE1BAR D REAR WALLBAR F FRONT WALL @ C LWARP TO SUIT CONDITIONS " M O R T A R F I6,8 & 10 FT. INLETSCALE IN FEET0 1 2 3TO A SMOOTH HARD SURFACEINLET OPENING L IN FEETSECTION B-BAPPROVEDDATE:DRAINAGE DETAILS36, 48, AND 60 INCH INLETS12"12"12"6"6, 8 AND 10 FOOT INLETSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 11997BARS C12"DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONVARIABLE6"USUAL 4’-6"-MAX. 5’-0"2004

WOREINFORCED CONCRETEPAVEMENT WITHINTEGRAL CURBASPHALTICCONCRETEPAVEMENTVARIABLEDETERMINED BY PIPEDIAMETER ( D ) AND BYPAVEMENT THICKNESS( T )1’-3"3"ASPHALTIC3’CONCRETEPAVEMENT6" CURBNO. 3 BARS3" 24" C-C MAX. 3"R=3"QT45^D/2R =D/4 6" 5 " E X P A N S IREINFORCED CONCRETESEPARATE CURB/GUTTERFACE OF CURBWARP FLOW LINE OFGUTTER TO MEETSLOTTED DRAINREINFORCED CONCRETEPAVEMENTSLOTTED DRAIN1’-3"Q = GUTTER CAPACITY = Q O + Q WYY W Y OQZ8/3Q = 0.56 ( - ) - S -Y OR USE TRIANGULAR CHANNEL FLOW NOMOGRAPHNZ = RECIPROCAL OF CROSS SLOPENO. 3 BARN = ROUGHNESS COEFFICIENT IN MANNING FORMULA ( USE N = O.0175 )Y = DEPTH OF FLOW. MAX. = HEIGHT OF CURB ( USUALLY 6" )DSTABILIZED BASE( USUAL ) 6" TRENCH BACKFILLSEE NOTE NO. 5BACK OF CURB6" HT. CURBVARIABLEHEIGHT CURBINTEGRAL CURBS = GRADE OF GUTTER IN FT./ FT.Q W = PORTION OF WATER DRAINED BY WEIR FLOWZ8/3Q = W0.56- ( - ) - S - Y WNSECTION WITH ASPHALTIC CONCRETE PAVEMENTASPHALTIC CONCRETE PAVEMENTPAVEMENT TRANSITION AT END OF SLOTTED DRAINVARIABLE1’-3"BLOCKOUTLINEHAND FINISH3"CONSTRUCTIONJOINTNO. 3 BARS24" C.-C. MAX.3"5D/46"D/2DNO. 3 BAR6"TRENCH BACKFILLSEE NOTE NO. 5SECTION WITH REINFORCED CONCRETE PAVEMENT3" 9" 3"21"NO. 3 BARS24" C.-C. MAX.D/45 " HY = DEPTH OF W WATER CONSIDERED AS WEIR FLOW /< 0.2’Q O = PORTION OF WATER DRAINED BY ORIFICE FLOW = Q - Q WY = DEPTH OF O WATER CONSIDER AS ORIFICE FLOW > 0.2’L W = LENGTH OF SLOTTED DRAIN NECESSARY TO PICK UP WEIR FLOW ( Q W )Q WQ WL = ---------- W = ------ = 9.7 Q ( WY = W 0.2’ )3/2 0.103C W H WPROVIDE JOINT IN STREET PAVEMENTC = WEIR COEFFICIENT W= 3.26TO LINE UP WITH BLOCKOUT LINEH = AVERAGE W DEPTH OF FLOW IN FEET = 0.1’3’L O = LENGTH OF SLOTTED DRAIN NECESSARY TO PICK UP ORIFICE FLOW ( Q O )REINFORCED CONCRETE PAVEMENTQ OQ OL = ---------------- O= ------- = 2.5 Q ( OFOR Y= 6" )C 0.399O A O 2gH OC = ORIFICE O COEFFICIENT = 0.60 " E XMATERIALHAND FINISHA = AREA O OF ORIFICE = 0.14 SQ. FT. / LN. FT.g = ACCELERATION OF GRAVITY = 32.2 FT. / SEC. / SEC.H = AVERAGE O DEPTH OF FLOW IN FEET = 0.35’ FOR Y = 6"BLOCKOUT LINE ANDCONSTRUCTION JOINTWARP FLOW LINE OFGUTTER TO MEETSLOTTED DRAINREINFORCED CCONCRETEPAVEMENTSLOTTED DRAINL = ADJUSTED LENGTH OF SLOTTED DRAIN DUE TO GUTTER GRADES/< 1% : NO ADJUSTMENTL O + L WS > 1% : L = -------1 - 4SFACE OF CURB1’-3"45^BACK OF CURB6" HT. CURBVARIABLEHEIGHT CURBINTEGRAL CURBGENERAL NOTES :5 " H1. ECONOMICAL INSTALLATION ON GRADE SHOULD BE DESIGNED TO PICK UP ORIFICE FLOWONLY AND BYPASS WEIR FLOW. FOR Y=6", USE Q 0 = 0.9Q.REINFORCED CONCRETE PAVEMENT2. SLOTTED DRAIN IS MANUFACTURED IN 20’ LENGTHS. INSTALLATIONS SHOULD BEMULTIPLES OF 20’ OR HALF-LENGTH SECTIONS OF 10’.PAVEMENT TRANSITION AT END OF SLOTTED DRAIN3. SPECIAL PERMISSION IS REQUIRED FOR SLOTTED DRAIN INSTALLATION IN SAGS.4. SLOTTED DRAINS WILL BE CONNECTED TO MAIN STORM DRAIN BY STANDARD BENDS,CONNECTING BANDS AND THE REQUIRED LENGTH AND SIZE OF CORRUGATED METAL PIPE.5. TRENCH BACKFILL MUST BE TAMPED TO 95% OF MAXIMUM DENSITY, OR ACEMENT - SAND CONCRETE SLURRY OR LEAN GROUT MAY BE USED.6. THE EXTRA CONCRETE FOR THE THICKENED PAVEMENT WILL BE INCLUDED IN THE COSTOF THE DRAIN.7. SLOTTED DRAIN PIPE WILL HAVE A MINIMUM DIAMETER OF 15" AND A MAXIMUM OF 24".8. PAVING DETAILS SHOWN ARE FOR USE WITH 6" DEEP GRATE ON SLOTTED DRAIN.S P E C I A L D E S I G N M U S T B E A P P R9. HEEL PLATE WILL BE INSTALLED ACCORDING TO MANUFACTURER’S RECOMMENDATIONS WHERESPECIFIED IN PEDESTRIAN AREAS. DESIGN LENGTH MUST BE ADJUSTED ACCORDINGLY.WATER MUST NOTOVERFLOW ON TO8% MAX. GRADEPRIVATE PROPERTYTNOTE: Z=- FOR SHALLOWYV- SHAPED CHANNELSC L3"TY6" MAX. DESIGN WATERDEPTHDTRENCH BACKFILLSEE NOTE NO. 5ADD 2- NO. 3 BARSEXTEND 2’ BEYONDEND OF SLOTTED DRAINDUSUAL ALLEYREINFORCEMENTAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:TRENCH BACKFILLSEE NOTE NO. 5WHERE SLOTTED DRAIN MAY BESUBJECT TO WHEEL LOADS, THICKENEDPAVEMENT WILL BE REQUIREDDRAINAGE DETAILSSECTION THROUGH DRIVESECTION THROUGH VALLEYALLEYS, PARKING LOTS, ETC.SLOTTED DRAINSIN STREETS AND ALLEYSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119972005

NO FE NCING OR CO NST RUNOTE:TRENCH WIDTHS BASED ON1.25 Bc+1.0 WHERE Bc ISPIPEDIAMETER(INCHES)TRENCHWIDTH(FEET)24"COMPACTED BACKFILL TO95% MIN. DENSITYTHE OUTSIDE DIAMETER OFTHE PIPE IN FEET.1518213.03.43.8244.1COMPACTED BACKFILL 90%PROCTOR MINIMUM DENSITYNATURAL GROUNDOR ROCK27334.55.236425.66.348 7.054 7.860 8.566 9.2SELECT BACKFILL SALVAGED FROM TRENCH 72 10.0EXCAVATION MUST BE CLEAN AND FREE78 10.7OF LARGE ROCKS. IT MUST BE APPROVED8411.4BY THE ENGINEER AND STOCKPILED FORUSE WHEN NEEDED. IF ACCEPTABLE MAT-9012.1ERIAL IS NOT AVAILABLE, FLOWABLE BACKFILL96 12.9PER NCTCOG ITEM 2.15 (e) & (f) WILL BEREQUIRED.EMBEDMENT MATERIALDEPTH OF BEDDINGCRUSHED ROCKMATERIAL BELOWGRADATION: 0 RETAINED ON 1 1/4"PIPE95%-100% RETAINEDON NO. 10D (Inside Diameter) d (Min)27" OR SMALLER 3"30" TO 60" 4"66" & LARGER 6"d=DEPTH OF BEDDING MATERIAL BELOW PIPE.TRENCH WIDTHS SHOWN ARE MINIMUM FOR PROPERPLACEMENT AND COMPACTION OF EMBEDMENT ANDH=BACKFILL COVER ABOVE TOP OF PIPE.BACKFILL.TRENCH WIDTHS SHOWN WILL BE USED FOR CALCU-LATION OF ROCK EXCAVATION WHEN DESIGNATEDAS A PAY ITEM.6" 6"VARIESVARIES6"MIN.PREFAB. INLET BOX INSTALLATION6"MIN.dTOP OF SUBGRADEHConcreteGroundNO SCALE2’-0" 1’-0"Formed3000 psiD OF LO OD WAY3 1/4"+N O T DCT ION BE Y ON D T H IS P O IN TMAR KE R5/8" DIAM.REINF. RODBERNTSEN ModelROD 5325 ORIS T U R B3 1/4"24" 1/4"BACKFILL AROUND PIPEFLOWABLE FILL OR COMPACTEDSELECT MATERIAL FROMTRENCH EXCAVATION.90% PROCTOR MIN. DENSITYNOTE:Where Street or Alley iscrossed by the Storm Sewera 95% Proctor Min. DensityBc/2 1/8 H6" MINBcEQUALwill be required up to bottomof proposed subgrade.FLOOD MANAGEMENT MONUMENTIN NATURAL GROUNDREINFORCED CONCRETE CLASS IIIPIPE INSTALLATIONNOTE:FOR H>10’ DESIGN MUST BE CHECKED. UNLIMITED TRENCHWIDTH WILL NOT BE PERMITTED FOR CLASS III PIPE ANDHIGHER TYPE PIPE EMBEDMENT MAY BE REQUIRED.INSTALLATION WILL BE AS SHOWN OR AS DESCRIBEDIN THE GENERAL SPECIFICATIONS FOR CONSTRUCTIONTOP 24" OF BACKFILL MUST BE COMPACTEDTO 95% DENSITYUNDER PAVEMENT. SUBGRADE STABILIZATION UNDER STREETPAVEMENT SHALL BE COMPACTED TO 98% STANDARD PROCTORDENSITY AT +-2% OF OPTIMUM MOISTURE TO THE DEPTH SHOWNON THE PLANS AND IN ACCORDANCE WITH THE SPECIFICATIONS.MAXIMUM4:1 SLOPECAST IN PLACE INLET TOPAND TRANSITION REQUIRED6" 6"DETAIL OF CONCRETE COLLARFOR END TO END EXTENSIONS6" 6"6" FOR BACKFILL WITHFLOWABLE FILL TO FILL VOIDSOR COMPACT WITH SELECT SURPLUSEXCAVATION COMPACTED IN 8" LIFTSTO 95% STANDARD PROCTOR DENSITY.ROCK 3"ROCK FOUNDATION3" UNDERCUT FOR PLACEMENT OF PIPE BEDDINGAPPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDRAINAGE DETAILSCONCRETE PIPE INSTALLATIONDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119972006

1TABLE OF DIMENSIONS AND QUANTITIES FOR TWO TYPE A HEADWALLSTABLE OF DIMENSIONS AND QUANTITIES FOR TWO TYPE B HEADWALLSNO. OFPIPESDIAM.OF PIPESTABLEREINF. STEEL FOR TWO HEADWALLSOFBARS A 1 BARS A 2 BARS E BARS F 1BARS F 2DIMENSIONS4 ~ #3 #3 @ 18" - + 4 ~ #5@ 12" +@-12" -+G K T E HW Lgth. Wt. No. Lgth. Wt. Lgth. Wt. No. Size Lgth. Wt. No. Size Lgth. Wt.TOTALQUANTITIESSTEEL CONC.LBS. C.Y.NO. OFPIPESDIAM.OF PIPESTABLEOFDIMENSIONSG K X H Y WNo.BARS A 1#4 @ 12" + -- A XAv. Lgth.Wt.REINFORCING STEEL AND QUANTITIES FOR TWO HEADWALLSBARS B BARS B 1 - B X C = 2’-0" BARS D 1 - D X BARS EBARS F#3 @ 18" - + #3 @ 18" - + #4 @ 12" #3 @ 12" - + 8 ~ #5No. Lgth. Wt. No. Av. Lgth. Wt. No. Wt. No. Av. Lgth. Wt. Lgth. Wt. No. Size Lgth. Wt.BARS G4 ~ #3Lgth. Wt.BARS S12 ~ #4Lgth. Wt.No.BARS V 1#4 @ 12" + -- V XAv. Lgth.Wt.BARS W4 ~ #5Lgth. Wt.*TOTALQUANTITIESSTEEL CONC.LBS. C.Y.112"~12"9"1’-9"2’-6"7’-0"6’-8"1082’-6"86’-8"2812#42’-11"2312#43’-8"29981.48112"~12"2’-4"2’-0"1’-0"2’-4"22’-8"462’-6"6~~~45~~~2’-0"178#42’-2"122’-8"48"542’-11"81’-8"768.522"10"""""8’-10"8’-6"13"""8’-6"3514""2714""341171.812"10""4’-2"""4’-2""4’-6"68"8~~~""~~~3’-10"3212""174’-6"7"""""""95.823""""""10’-8"10’-4"16"""10’-4"4316""3116""391372.153"""6’-0"""6’-0""6’-4"810"9~~~""~~~5’-8"4716""236’-4"10"""""""122 1.114""""""12’-6"12’-2"18"""12’-2"5118""3518""441562.484"""7’-10"""7’-10""8’-2"1112"11~~~""~~~7’-6"6320""298’-2"12"""""""151 1.40115"~12"9"1’-9"2’-9"8’-3"7’-11"1283’-0"97’-11"3312#43’-2"2512#43’-11"311101.82115"~12"2 ’2’-3"1’-6"3 ’43’-0"863’-0"741’-10"3811~~2’-3"198#42’-5"133’-7"51’-3"1083’-0"162’-3"9101.752"1’-0"""""10’-6"10’-2"15"""10’-2"4214""3014""371332.242"1’-0""4 ’ -""5 ’"5’-3"148"9"""""~~4’-6"3812""195’-10"9"""""""1381.163""""""12’-9"12’-5"19"""12’-5"5216""3416""421562.663"""7 ’""7 ’"7’-6"2010"11"""""~~6’-9"5616""268’-1"12"""""""1741.574""""""15’-0"14’-8"22"""14’-8"6118""3818""471773.094"""9 ’""9 ’ -"9’-9"2614"16"""""~~9’-0"7520""3210’-4"16"""""""2141.98118"~12"9"1’-9"3’-0"9’-6"9’-2"1483’-6"119’-2"3820#43’-5"4620#44’-2"561652.19118"~12"2’-11"2’-6"2’-0"4 ’43’-10"1063’-6"841’-10"381141’-0"22’-7"228#42’-8"144’-5"71’-10"15123’-2"252’-11"121291.002"1’-2"""""12’-2"11’-10"18"""11’-10"4922""5022""611892.702"1’-2""5’-7"""6 ’"6’-6"178"11""""""""5’-3"4412""217’-1"11"""""""1721.553""""""14’-10"14’-6"22"""14’-6"6024""5524""672153.213"""8’-3"""9 ’"9’-2"2512"16""""""""7’-11"6616""299’-9"15"""""""2192.114""""""17’-6"17’-2"26"""17’-2"7226""5926""722403.734"""10’-11"""1 2 ’"11’-10"3216"21""""""""10’-7"8820""3612’-5"19"""""""2642.65124"~12"9"2’-0"3’-6"12’-0"11’-8"1884’-6"1411’-8"4924#43’-11"6324#44’-11"792233.17124"~12"3’-6"3’-0"3’-0"5 ’65’-0"2064’-6"1041’-10"381141’-0"23’-2"268#43’-2"176’-2"93’-0"24163’-5"374’-2"171761.622"1’-5"""""15’-5"15’-1"23"""15’-1"6326""6826""852533.892"1’-5""6’-11"""9 ’"8’-5"3410"17""""""""6’-7"5512""259’-7"14"""""""2392.463""""""18’-10"18’-6"28"""18’-6"7728""7328""922844.623"""10’-4"""1 2 ’"11’-10"4716"27""""""""9’-10"8216""3413’-0"20"""""""3043.324""""""22’-3"21’-11"33"""21’-11"9130""7930""993165.354"""13’-9"""1 6 ’"15’-3"6120"34""""""""13’-5"11220""4216’-5"25"""""""3684.18130"~12"9"2’-3"4’-0"14’-6"14’-2"21165’-6"3314’-2"5928#44’-5"8328#45’-8"1063024.31130"~12"4’-1"3’-6"4’-0"7 ’86’-2"3365’-6"1283’-1"9121682’-2"73’-9"318#43’-8"207’-11"124’-2"33203’-8"495’-5"232452.342"1’-8"""""18’-8"18’-4"28"""18’-4"7632""9432""1213525.282"1’-8""8’-3"""1 1 ’"10’-4"5512"25""""""""7’-11"6616""3912’-1"18"""""""3403.583""""""22’-10"22’-6"34"""22’-6"9436""10636""1364036.263"""12’-5"""1 5 ’"14’-6"7718"37""""""""12’-1"10124""5916’-3"24"""""""4354.804""""""27’-0"26’-8"40"""26’-8"11140""11840""1524547.244"""16’-7"""2 0 ’"18’-8"10024"50""""""""16’-3"13632""7820’-5"31"""""""5326.04136"~12"12"2’-6"4’-6"17’-0"16’-8"25166’-6"3916’-8"7032#45’-2"11132#46’-8"1433886.40136"~12"4’-8"4’-0"5’-0"9 ’107’-4"4986’-6"2083’-1"9121682’-2"74’-4"368#44’-2"229’-8"155’-4"43243’-11"636’-8"283083.232"1’-11"""""21’-11"21’-7"32"""21’-7"9036""12436""1604457.892"1’-11""9’-7"""1 4 ’"12’-3"8214"34""""""""9’-3"7716""4514’-7"22"""""""4264.893""""""26’-10"26’-6"40"""26’-6"11140""13840""1785069.373"""14’-6"""1 9 ’"17’-2"11520"49""""""""14’-2"11824""6719’-6"29"""""""5446.554""""""31’-9"31’-5"47"""31’-5"13144""15244""19656510.854"""19’-5"""2 4 ’"22’-1"14728"68""""""""19’-1"15932""8924’-5"37"""""""6668.22142"~12"12"2’-9"5’-0"19’-6"19’-2"29167’-6"4519’-2"8036#45’-8"13636#47’-5"1784688.10142"~12"5’-3"4’-6"6’-0"1 1 ’128’-6"6887’-6"23124’-5"201621123’-3"154’-11"418#44’-8"2511’-5"176’-5"51284’-2"787’-11"333924.232"2’-2"""""25’-2"24’-10"37"""24’-10"10440""15240""1985369.962"2’-2""10’-11"""1 6 ’"14’-2"11416"45""""""""10’-7"8816""5017’-1"26"""""""5416.403""""""30’-10"30’-6"46"""30’-6"12744""16744""21860311.803"""16’-7"""2 2 ’"19’-10"15924"68""""""""16’-3"13624""7522’-9"34"""""""6908.564""""""36’-6"36’-2"54"""36’-2"15148""18248""23867013.684"""22’-3"""2 8 ’"25’-6"20432"90""""""""21’-11"18332""10028’-5"43"""""""83810.74148"~15"12"3’-0"5’-9"23’-0"22’-8"34248’-9"7922’-8"9540#56’-5"26840#58’-5"35182710.74148"~15"5’-10"5’-3"7’-0"1 2 ’149’-8"90108’-6"32124’-5"201621123’-4"155’-6"468#55’-5"4513’-2"207’-7"61324’-5"949’-3"394835.432"2’-5"""""29’-5"29’-1"44"""29’-1"12144""29544""38692513.082"2’-5""12’-3"""1 9 ’"16’-1"15018"58""""""""11’-11"9916""9019’-7"29"""""""6768.253""""""35’-10"35’-6"53"""35’-6"14848""32148""422102315.433"""18’-8"""2 5 ’"22’-6"21026"83""""""""18’-4"15324""13626’-0"39"""""""87111.074""""""42’-3"41’-11"63"""41’-11"17552""34852""457112217.774"""25’-1"""3 2 ’"28’-11"27036"115""""""""24’-9"20732""18132’-5"49"""""""107213.89154"~15"12"3’-3"6’-3"25’-6"25’-2"38249’-9"8825’-2"10544#56’-11"31844#59’-2"42197012.87154"~15"6’-5"5’-9"8’-0"14’-6"1610’-10"116109’-6"36124’-5"202027164’-5"276’-1"518#55’-11"4914’-10"228’-9"70404’-8"12510’-5"435866.712"2’-10"""""32’-10"32’-6"49"""32’-6"13650""36150""478111215.772"2’-10""13’-9"""21’-10""18’-2"19420"71""""""""13’-5"11220""12322’-2"33"""""""84510.283""""""40’-2"39’-10"60"""39’-10"16656""40456""536125418.663"""21’-1"""29’-2""25’-6"27330"107""""""""20’-9"17332""19829’-6"44"""""""110713.844""""""47’-6"47’-2"71"""47’-2"19762""44762""593139621.554"""28’-5"""36’-6""32’-10"35140"143""""""""28’-1"23444""27236’-10"55"""""""136717.42160"~15"12"3’-6"6’-9"28’-0"27’-8"422410’-9"9727’-8"11548#57’-5"37148#59’-11"497112215.20160"~15"7’-0"6’-3"9’-0"1 6 ’1812’-0"1441010’-6"39165’-9"352027164’-5"276’-8"568#56’-5"5416’-7"259’-11"80444’-11"14511’-8"496818.112"3’-0"""""36’-0"35’-8"54"""35’-8"14954""41854""559122718.552"3’-0""15’-0"""2 4 ’"20’-0"24022"87""""""""14’-8"12220""13425’-7"38"""""""98412.343""""""44’-0"43’-8"66"""43’-8"18260""46460""621143021.893"""23’-0"""3 2 ’"28’-0"33732"126""""""""22’-8"18932""21432’-7"49"""""""127816.574""""""52’-0"51’-8"78"""51’-8"21666""51166""683158525.244"""31’-0"""4 0 ’"36’-5"43844"174""""""""30’-8"25644""29540’-8"61"""""""158720.82166"~15"12"3’-9"7’-3"30’-6"30’-2"453211’-9"14130’-2"12652#57’-11"43052#510’-8"579132117.72166"~15"7’-7"6’-9"10’-0"1 7 ’2013’-2"1761211’-6"52165’-9"352432205’-7"427’-3"608#56’-11"5818’-4"2811’-1"89485’-2"16613’-0"547929.652"3’-1"""""39’-1"38’-9"58"""38’-9"16258""47958""645148521.492"3’-1""16’-2"""2 6 ’"21’-9"29124"104""""""""15’-10"13220""14426’-11"40"""""""112914.543""""""47’-8"47’-4"78"""47’-4"19864""52964""712165125.273"""24’-9"""3 5 ’"30’-4"40534"147""""""""24’-5"20432""23135’-6"53"""""""145819.424""""""56’-3"55’-11"84"""55’-11"23370""57870""779181529.054"""33’-4"""4 3 ’"39’-8"53046"199""""""""33’-0"27544""31844’-2"67"""""""180724.31172"~15"12"4’-0"7’-9"33’-0"32’-8"493212’-9"15332’-8"13656#58’-5"49256#511’-5"667149720.42172"~15"8’-2"7’-3"11’-0"1 9 ’2214’-4"2111212’-6"56165’-9"352432205’-7"427’-10"658#57’-5"6220’-1"3012’-3"98525’-5"18814’-3"5987811.322"3’-2"""""42’-2"41’-10"63"""41’-10"17562""54462""738167324.662"3’-2""17’-4"""2 8 ’"23’-6"34524"113""""""""17’-0"14220""15529’-3"44"""""""125316.913""""""51’-4"51’-0"77"""51’-0"21368""59768""810185028.893"""26’-6"""3 8 ’"32’-10"48238"179""""""""26’-2"21832""24838’-5"58"""""""163922.524""""""60’-6""60’-2"90"""60’-2"25174""65074""881202533.124"""35’-8"""4 7 ’"41’-10"61550"235""""""""35’-4"29544""34147’-8"72"""""""201728.1121DBars EELEVATION TYPE ABarsA21Bars FBarsA216"Bars EDELEVATION MULTIPLE TYPE AGC LHTBars EBars F 1Bars ABars F 26"BarsA 128"E9"KC SECTIONL6"DELEVATION TYPE B1’-0" 6" 1’-0"H6"DC LBars FGBars ABars BBars GELEVATION MULTIPLE TYPE B8"Bars EBars EConforms to 2: 1 SlopeBars CBar WDBars V1Bars D 1Bars B 1- V X- D XBars S- B X2’-6"1’-6" 1’-0"Bars D- D XBars V 1- VXBars WBars SBars A 1’-0"Bars BBars CBars FBars GProvide a 12"6"footing asshown whereKH6"4" Min.Bars Erequired to maintain 4" Min. coverfor pipes. Concrete for footing shall1A =2A = B 1 = 8"This dimensionreduced 1’-1 7/8" foreach successive bar.GENERAL NOTES:B = Y+4"This dimensionincreased 2’- 7" foreach successive bar.BARS A 1 - A X BARS B & B 1 - B X BARS CAll exposed corners shall be chamfered 3/4".Reinforcing steel shall be placed with the center of the outsidelayer of bars 2" from the surface of the concrete. Total Quantitiesinclude one 20 diameter lap for all bars over 60’-0" in length.1’-2"8"3"11"7"12be added to total quantities shownXXBars EBars ABars FW W/2Bars EE-12"BARS F2H + T- 4"30^8"Y8"30^Bars EBars GBars FBar WA ABars CBars FBars D 1Bars STYPICAL WING ELEVATION6"- DXBars B 1- BXBars VBars SBars BConst. Jt.APPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDRAINAGE DETAILSCONCRETE HEADWALLSFOR PIPE CULVERTSPLAN TYPE APLAN MULTIPLE TYPE A6"W6"WBars VXBars A 1- V 1- AX6"Bars A 1 - A XDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXAS* Concrete quanitties increase slighty for metal pipe installationsPLAN TYPE BPLAN MULTIPLE TYPE BSEC. A-ADESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119972007

NOTES: APPLICABLE TO ALL MANHOLESASTD. M.H. FRAME & COVER6" 3’-0"6"FINISHED GRADE OF M.H.6" 3’-0"6"BARS "A"6"BARS "A"BARS "A"BARS "A"#3 AT 8" C-CBARS "B"1"2 " F R! " P I C KLL1"211" LETTERSBARS "B"R A IBARS "E"#3 AT 12" C-CBARS "B"#3 AT 12" C-C2STORM1"43’-0"DIAMETER OFSTORM DRAINT THEIGHT VARIESDIAMETER18"-30"C!2 "MACHINING2HALF PLAN OF FRAME31"2 !1" 21"14 2MACHINE THIS SURFACESECTION C-F14F2221"6"! " P I C K L2 " F RDRAINCPLAN OF COVER1" LETTERSR A I1"1"1"3"2 " A F T E R1 71"24"SECTION C-LMACHINED1’-0"1’-0"CAST IRON MANHOLE FRAME AND COVERBARS "C"BARS "D"#3 AT 8" C-CBARS "C"#3 AT 12" C-CBARS "D"AELEVATIONSECTION A-ATYPE A STORM SEWER MANHOLE( FOR PIPE 18" TO 30" IN DIAMETER )NOTE:FRAME AND COVER SHALL BE BASS & HAYESPATTERN NO. 380-24 OR EQUAL AND SHALL BEOF GRAY CAST IRON CONFORMING TOA.S.T.M. SPEC. A-48 FOR CLASS 30 CAST IRON.BARS "A" - #3SPACED AS SHOWNABARS "J" - #3STD. M.H. FRAME & COVERSPACED AS SHOWN1.PREFABRICATED MANHOLES OF EQUIVALENT STRENGTH AND DESIGN MAY BESUBSTITUTED WITH THE APPROVAL OF AN ENGINEER.6" 3’-0"6"FINISHED GRADE OF M.H.6" 3’-0"6"FINISHED GRADE OF M.H.P R O V I D E " P R E MJOINT BETWEEN MANHOLE AND CONCRETEPAVEMENT AND SEAL WITH HOT POURED RUBBER.2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 LBS.PER SQUARE INCH AT 28 DAYS.BARS "J"6"BARS "J"3.MANHOLES SHALL BE BUILT ON THE MAIN SEWER LINE, LATERAL PIPES MAYENTER MANHOLES AT ANY LOCATION.BARS "A"BARS "A"BARS "A"#3 ATBARS "A"#3 AT 8" C-C4.MANHOLES WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICEPER EACH REGARDLESS OF MANHOLE DEPTH.BARS "I"#3 AT12" C-CBARS "I"VARIES8" C-CBARS "B"#3 AT12" C-CVAR.BARS "B"#3 AT 12" C-CTOP PLANTYPE A & TYPE BSTORM SEWER MANHOLENOTE: MAX. PIPE SIZE 78"5.6.CYLINDRICAL SHAPED MANHOLES MAY BE USED AS DIRECTED BY ENGINEER INLIEU OF MANHOLE DESIGN SHOWN ON THIS PAGE.CONCRETE FOR PAVEMENT BLOCKOUTS SHALL BE CLASS HAND FINISH CONCRETE( 4500 P.S.I. ).6" 6"CONST. JOINT1CONST. JOINTCONST. JOINTBARS "D"1.5"BARS "D"1’-1"BARS "C"SPACED ASSHOWNBARS "D"4- #6’sEACH SIDE1’-1"NOTE:BASS & HAYES PLASTIC COATED STEEL,NEOPRENE COATED STEEL STEPS OR EQUALSHALL BE PLACED SECURELY INTO MANHOLEWALLS ON 15" CENTERS VERTICALLY ANDDIAMETER OFSTORM DRAINLENGTH4’-0" MINT DTBARS "E"BARS "F"BARS "C"CONST. JOINT3’-0"3"TDIAMETER33"-78"1D+TBARS "E" #3AT 8" C-CBARS "F"#5 AT8" C-CBARS "C"#3 AT12" C-CSTAGGERED ON 12" CENTERS HORIZONTALLY.1’-0"1’-0"210"10"BARS "G"#3 AT 6" C-CBARS "H"#3 AT 12" C-C7"BARS "H"BARS "G"7"WIDTHAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONA4’-0" MINMANHOLE STEP DETAILDATE:ELEVATIONSECTION A-ABASS & HAYES FOUNDRY# MA ( PLASTIC )DRAINAGE DETAILSTYPE B STORM SEWER MANHOLEMANHOLES AND( FOR PIPE 33" TO 78" IN DIAMETER )FITTINGSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDRAWNDESIGN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119972008

FLOODWAYEASEMENTFLOODWAYEASEMENT3’ MIN.NATURAL GROUND ELEVATIONC OF SYMMETRYLHYDROMULCHING3’ MIN.NATURAL GROUND ELEVATIONC OF SYMMETRYLHYDROMULCHING3-112"MIN.9"3-13-112"MIN.9"3-1( COMPACTED FILLWHERE FILL REQUIRED)#4 BARS AT 12" C. TO C.2-1 SLOPE6"3"WATER SURFACE2’ MIN.LAP 15"1" TO 1’ SLOPE12"WATER DEPTHMIN.MAX. LINED DEPTH-8’W/O SPECIAL DESIGN2-1 MAXIMUM SLOPE12"12"#4 BARS AT 15" C. TO C.#4 BARS AT 12" C. TO C.SEE DETAIL "A"10 MIL. FILM2-1 SLOPE6"3"2’ MIN.LAP 15"MAX. LINED DEPTH-8"12"WATER DEPTHMIN.WATER SURFACE2-1 MAXIMUM SLOPE12"12"( COMPACTED FILLWHERE FILL REQUIRED)(90% DENSITY)#4 BARS AT 12" C. TO C.6"3"BOTTOM WIDTH18"3" WEEPHOLES AT 15’ C. TO C. & 18" X 12"CONTINUOUS GRAVEL TRENCHES ALONG EACHSIDE OF THE CHANNEL.6" 12"6"3"BOTTOM WIDTH10’ MINIMUM8"18"NORMAL CHANNEL SECTIONPAVED ALLEY SECTIONNORMAL CHANNEL SECTION MAY BE USED IN ROCK1 " B EWATER SURFACE13:124"VARIESNOTE: WEEPHOLE SPACING 15’ O. C. LONGITUDINAL3" WEEPHOLESHYDROMULCHING3:121 3 " B2"(COMPACTED FILLWHERE FILL REQUIRED)12"12"3"(90 % DENSITY)3"2"11CONSTRUCTION JOINTFOR NORMAL CHANNEL3" WEEPHOLES6" ROCK FOUNDATION6"3"6"#4 BARS AT 12" O. C.#4 BARS AT 15" O. C.10 MIL. FILMBOTTOM WIDTH6" 6"10’ MINIMUM18"CONSTRUCTION JOINTFOR PAVED ALLEY SECTIONPARTIAL CHANNEL LINING SECTION " D I A . B A R S S PSLEEVE FOR DOWEL SHALL HAVEA N I N S I D E D I A MSHALL BE 5" LONGSHALL SERVE AS DOWELS. DOWELS TO BEASPHALT COATED FOR 12" ON THE FREE END.SPACE 12" C. TO C.9"1 " B EJOINT FILLER5"3" 12"3"NOTES:1.ALL CONSTRUCTION SHALL BE IN CONFORMITY WITH CURRENT CITY OFDALLAS GENERAL SPECIFICATIONS.2. CONSTRUCTION JOINT SHOWN FOR CONVENIENCE ONLY - MONOLITHIC6"DETAIL "A"3"CONSTRUCTION MAY BE USED3.ALL REINFORCING STEEL SHALL BE #4 AND SPACED 12" C. TO C. BOTHWAYS UNLESS OTHERWISE SPECIFIED.3" 9" 2"4. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000# AT 28DAYS AND SHALL CONTAIN A MINIMUM OF 5 SACKS OF CEMENTPER CUBIC YARD. " E X P A N S I O N J O I N T A12"5. SIDE SLOPES SHALL BE NO STEEPER THAN 2-1.APPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONTRANSVERSE EXPANSION JOINT6. TOP OF CURB OF ADJACENT ALLEY OR STREET IS MINIMUM OF 2’ ABOVE100 YEAR W. S.DATE:7. USE A SMOOTH TROWEL FINISH ON BOTTOM AND SLOPED SURFACES.USE ORDINARYSURFACE FINISH ON VERTICAL SURFACES.8. WHEN SOLID ROCK IS ENCOUNTERED BY NORMAL CHANNEL SECTION, REMOVE6" DEPTH OF SOLID ROCK AND REPLACE WITH 6" DEPTH OF CRUSHED ROCKFOUNDATION BELOW PROPOSED CHANNEL STRUCTURE.DRAINAGE DETAILSLINED CHANNELSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119972009

3’-6"6’-2 1/4"8’-10 1/2"BA3’-2 1/4" 6"4’-2 1/4"AAB C C D D E3’-2 1/4" 6"4’-2 1/4"3’-2 1/4" 6"4’-2 1/4"10’-6 3/4"A6"3’-2 1/4"4’-2 1/4"E6"6"6"PLAN VIEW PLAN VIEW PLAN VIEW PLAN VIEWTWO GRATE INLET FOUR GRATE INLET SIX GRATE INLET EIGHT GRATE INLET6" 6"2’-6" 6" 6"7’-10 1/2"5’-2 1/4" 6" 6"60 LB. RAIL 3’-4" LONG60 LB. RAIL 11’-5" LONG3/4" X 4" MCH. BOLTS3/4" X 4" MCH. BOLTS4’-2" MIN.3’-8" MIN.12"4’-2" MIN.3’-8" MIN.60 LB. RAIL 6’-0" LONG1/2" MORTAR FINISH, TROWEL TO ASMOOTH HARD SURFACE60 LB. RAIL 8’-8" LONG1/2" MORTAR FINISH, TROWEL TO ASMOOTH HARD SURFACE3/4" X 4" MCH. BOLTS6"6"6"6"AAAANO SCALENO SCALENO SCALENO SCALE3’-6"6’-2 1/4"8’-10 1/2"11’-6 3/4"1/2" MORTARFINISHTROWEL TO ASMOOTH HARDSURFACEVARIABLE12"VARIABLE4’-2" MIN.3’-8" MIN.12"VARIABLE4’-2" MIN.3’-8" MIN.12"6" 10’-6 3/4"6"1/2" MORTAR FINISH, TROWEL TO ASMOOTH HARD SURFACEVARIABLE6"SECTION B-BSECTION C-CSECTION D-DSECTION E-E3/16" CLEARANCE AROUND GRATES2 1/2"G1/8"2 7/8"4’-2" MIN.3’-8" MIN.6"60 LB. RAIL6" 3’-2 1/4"6"4’-2 1/4"DEPRESSION OF GRATESTO SUIT CONDITIONSSIDE LUGS - TOP 5/8" X 1 1/8"BOTTOM 1" X 1 1/8"RFCORNER LUGS 1-1/8" X 1"LHLHRHLHRBL 5/8" BR5/8"FRL2’-8"2’-6 1/4"7/8"7/8"2’-5 3/4"1/4" 1/4"1/8" 1 1/8"1/8"LUGS2’-6"1 1/8"2 7/8"4"4"3’-2"SEE SHEET 9010FOR GRATE DETAILSEE SHEET #2004FOR STEEL DETAILSFOR WALLS ANDBOTTOM1. LATERAL MAY ENTER INLET AT ANY GRADE,ANGLE OR LOCATION.2. EXCAVATION, FRAMES, GRATES AND COVERS SHALLBE INCLUDED IN UNIT PRICE.3. EXTRA DEPTH INLETS WILL BE DIMENSIONED ONPLANS. A SEPARATE BID ITEM PER FOOT OFEXTRA DEPTH MAY BE PROVIDED.4. TYPE "L" GRATES SHALL BE USED AS SHOWN ONSHEET 9010.5. PROVIDE EXPANSION JOINTS AT EDGE OF ALL BLOCKOUTSFOR STREETS AND ALLEYSSECTION A-AGPLAN VIEW1 3/8"3"5"5/8"20"7/8"18 1/4"17 3/4"7/8"SECTION G-GTYPE "L" GRATE R-30762 1/2"1/8"1/4" 1/4"1 3/8"LUGMODIFICATIONS FOR DOUBLE AND TRIPLE GRATE INLETS (PAGE 2002)FOR STANDARD DOUBLE GRATE INLETS; ON RIGHT FRAME OMIT FLANGE ON LINE"L/L" AND ADD BRACKET "BL" AND CORE HOLES "HL", ON LEFT FRAME OMITFLANGE ON LINE "R/R" AND ADD BRACKET "BR" AND CORE HOLES "HR". FOR STANDARDAPPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATION2 5/8"5/8"1 1/4"3"5/8"5"TRIPLE GRATE INLETS; USE ONE RIGHT FRAME AND ONE LEFT FRAME AND ONE FRAMEOMITTING BOTH END FLANGES, ADD BRACKETS "BR" AND "BL" AND CORE HOLES "HR"AND "HL".THE AVERAGE WEIGHT OF ALL GRATE INLETS SHALL NOT BE LESS THAN 153 LBS.DRAINAGE DETAILSTWO, FOUR, SIX & EIGHT1 1/8"CORE FOR 3/4" BOLT18"1 1/8"THE AVERAGE WEIGHT OF SINGLE GRATE INLET FRAME SHALL NOT BE LESS THAN185 LBS., THE DOUBLE GRATE INLET FRAMES SHALL NOT BE LESS THAN 177 LBS.EACH, AND THE CENTER FRAMES SHALL NOT BE LESS THAN 170 LBS. EACH.GRATE INLETS, GRATE DETAILSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATION20-1/4"2 7/8"CITY OF DALLAS, TEXASSECTION F-FTYPE "L" GRATE R-3076FRAME DETAILNO SCALEDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119972010

SURCHARGELEVEL SLOPEDNONE NONE1’ UP TO 7:12’ " 5:1"3’"4’" 2:15’"6’"7’PROPERTIESMAX. REQ’D.WALL DIMENSIONSA’S 0"/FT.FW TW SW HW FT KW STEM TOE HEELMAX. SOILPRESS. T/0’+ A126~#5 @ 15"LGTH. WT.+ A225~#6 @ 15"A325~#7 @ 15"** A426~#8 @ 15"REINFORCING STEEL FOR 32’-0" PANEL (DESIGN A)** A525~#9 @ 15"A625~#11 @ 15"A726~#11 @ 15"B26~#5 @ 15"WT. WT. WT.LGTH. WT. LGTH. LGTH. LGTH. LGTH. LGTH. LGTH.WT. WT. WT.NO.SIZE SPA.CLGTH.WT.D#5 X 31’-6"@ 12" & 18"F#8 X 3’-0"@ 12"H#5 X 31’-6"@ 12"NO. WT. NO. WT. NO. WT. NO. WT. LGTH. WT.T#5 X 31’-6"@ 12"***U26~#5@ 15"QUANTITIES FOR 32’-0" PANELSURCHARGE0 4 ’ NONE 1’ OR 7:1 2’ OR 5:1 3 ’ O 5’ OR 2:1 6 ’ O 7 ’ OCONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF.C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B.HEIGHT PLUSSURCHARGE1001’-0"0000.125002662161’-4"361.21181211’-4"4"1’-0"09"9".235.125.125.1252663242663’-4"903.32462.118423211’-6"6"1’-0"09"9".325.125.125.12541314322662665’-4"1454.74403.53122.31843WALL HEIGHT "H"45678910111213141516171819203 2 14 3 25 4 36 5 47 6 58 7 69 8 710 9 811 10 912 11 1013 12 1114 13 1215 14 1316 15 1417 16 1518 17 1619 18 171234567891011121314151612 13 24 35 46 57 68 79 810 911 1012 1113 1214 1315 14123456789101112132’-0"2 ’3 ’3’-9"4’-3"4’-9"5’-3"5’-10"6 ’6 ’ -7 ’7 ’ -8 ’8 ’ -9 ’9 ’ -1 0 ’8"11’-1"1’-3"1’-5"1’-7"1’-9"1 ’ -2 ’2 ’2 ’2 ’2 ’2 ’ -3 ’3’-4"3 ’1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1 ’1’-2"1 ’1 ’1 ’1 ’4"9"1 ’1’-6"1’-10"2’-2"2’-6"2 ’ -3’-3"3’-7"3’-11"4 ’4’-5"4 ’4 -5 ’5 ’1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-3"1’-3"1’-6"1’-6"1’-6"9"9"9"9"9"9"9"9"9"9"9"9"1’-0"1’-0"1-3"1’-3"1’-3".236 .125.320 .125.403 .125.485 .125.576 .154.666 .229.755 .327.817 .448.895 .596.980 .7741.064 .9851.148 1.0861.250 1.1731.333 1.2971.434 1.3831.489 1.5131.601 1.650.125.125.125.125.125.125.173.234.302.384.480.591.538.644.613.724.838.125.125.125.125.125.158.280.401.553.722.9241.113.9711.1481.0571.2461.4143’-2"4’-5"5’-7"6’-9"7’-11"9’-1"10’-3"11’-5"12’-8"13’-10"14’-11"16’-3"13’-0"13’-0"13’-0"13’-0"13’-0"861201511832152462783103433754054413533533533533533’-4"4’-5"5’-6"6’-7"7’-8"8’-9"9’-10"10’-11"12’-0"13’-1"14’-2"1251662072472883293694104514915324’-6"5’-8"6’-11"8’-2"9’-5"10’-7"11’-11"13’-2"230290353417481541609673** FOR H=20’ USE #9 BARS A45’-7"6’-10"8’-1"9’-5"10’-7"388474561654336** FOR FOLLOWING HEIGHTS USE #10BARS A5 H=23’; H=24’; H=28’; H=29’** FOR WALLS 32’ HIGH USE #11 BARS A53’-6"4’-6"5’-6"6’-6"7’-6"8’-6"9’-6"10’-6"11’-6"12’-6"13’-6"14’-6"15’-6"16’-6"17’-6"18’-6"19’-6"951221491762032312582853123393663934204474755025292626262626263838383838383838383838#4#4#4#4#4#4#4#6#6#7#8#9#9#9#9#9#1015"15"15"15"15"15"10"10"10"10"10"10"10"10"10"10"10"1’-10"2’-3"2’-8"3’-0"3’-4"3’-8"4’-0"4’-4"4’-9"5’-1"5’-5"5’-9"6’-1"6’-5"6’-9"7’-2"7’-5"323946525864102247271395550743786829872926121357910121315171920222425272930321642302963293944274935596246577237898218879539861051567891011121314141516171818194048566472808896104112112120128136144144152223333444556677786666999999991311311311641641971972302302302632222333344444555566666666999999991311311311311311641641641647’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"1992262262262262262262262262262262262262262262262266.68.510.312.214.015.817.619.421.323.024.826.631.233.438.841.443.97489171089119513661472180021192349287632553722423646374970528560925.47.39.111.012.814.616.418.220.121.923.625.530.132.237.640.242.7472762961110012391376167219902222278131343594414145084840519769644.26.17.99.911.613.415.217.118.920.722.424.328.931.036.439.141.534447971197211431249157618622094265430393473401344144712506858773.05.06.78.710.412.214.015.917.719.521.323.127.729.935.237.940.328235151981710151154144917661966252629123378389342864618494057483.85.67.59.311.012.814.716.518.320.121.926.528.734.036.739.22893915258601026135316391870239827843251379841664490484656204.46.38.19.911.613.515.317.118.920.725.327.532.835.538.0329397564871122515441743230226563123367140714370471855265.16.98.710.412.314.115.917.719.524.126.331.634.336.8335436570107014161648217425602995354339444275459853985.77.59.311.113.014.716.518.422.925.130.533.135.63744427081261152020792433289934153816414845035278456789101112131415161718192021201918171615141 0 ’3 ’1’-7"5’-8"1’-9"1’-6"1.7021.758.8111.33613’-0"35311’-0"41314’-5"73711’-10"8216’-11"58820’-6"55638#1010"7’-9"126734111720160826351648’-4"22650.2666549.0653647.8640946.7632245.5619344.3606543.1597141.858432122212019181716151 1 ’3 ’1 ’5 ’ -1’-9"1’-6"1.7851.939.9311.52113’-0"35311’-0"41315’-8"80113’-1"9088’-1"68721’-6"58338#1010"8’-1"132235115021168826351648’-4"22653.2703852.0694250.8681449.6668748.4660047.3647146.1634344.962492223 22 21 20 1918171612’-0"4’-0"1 ’6 ’1’-9"1’-6"1.8322.0661.0631.76713’-0"35311’-0"41316’-11"86414’-5"10019’-4"100422’-6"61076#85"8’-6"172537121622176929661978’-4"22656.5808155.3795254.1785753.0772951.8760250.6751549.4738648.272582324 23 22 21 20 1918171 2 ’4 ’1 ’ -6 ’2’-0"1’-6"1.9862.1891.0461.64813’-0"35311’-0"41318’-2"92815’-7"108210’-6"113023’-6"63776#85"8’-9"177639128123184929661978’-4"22662.6850361.4837560.2824759.0815257.8802456.6789755.5781054.376812425 24 23 22 21 20 19181 2 ’4’-4"1 ’ -6 ’2’-0"1’-6"2.0252.3591.1771.87013’-0"35311’-0"41312’-0"61316’-11"117411’-9"9995’-1"67524’-6"66476#85"9’-2"186040131424192929661978’-4"22666.2897665.0888063.8875362.6862561.4853060.3840259.1827557.981882526 25 24 23 22 21 20 191 3 ’4’-6"2 ’6 ’ -2’-3"1’-6"2.1332.4081.1671.81313’-0"35311’-0"41312’-0"61318’-2"126113’-0"11056’-1"80825’-6"69276#85"9’-6"1928421380252001032961978’-4"22673.1950571.9937570.7928069.6915368.4902567.2893066.0880264.886752627 26 25 24 23 22 21 201 3 ’4’-8"2 ’7 ’2’-3"1’-6"2.208 2.672 1.299 2.02813’-0"35311’-0"41312’-0"61319’-5"134814’-2"12047’-1"94126’-6"71976#95"9’-10"2541441446262081032961978’-4"22676.91053875.71040974.51028073.31018572.11005871.0993069.8983568.697072728 27 26 25 24 23 22 211 4 ’4’-10"2 ’7 ’2’-3"1’-9"2.291 2.862 1.446 2.23513’-0"35311’-0"41312’-0"61320’-8"143515’-5"16588’-1"107427’-6"74676#95"10’-1"2606451478272161032972308’-4"22681.71161480.51151979.41139178.21126277.01116775.81104074.61091273.4108172829 28 27 26 25 24 23 221 4 ’5’-0"2 ’7’-8"2’-3"1’-9"2.374 3.057 1.603 2.46813’-0"35311’-0"41312’-0"61321’-11"152116’-8"17939’-1"120628’-6"77376#95"10’-5"2692471544282241136172308’-4"22685.71194984.51182083.31172682.21159881.01146979.81137478.61124777.4111192930 29 28 27 26 25 24 231 5 ’5’-2"2 ’7 ’ -2’-3"1’-9"2.4563.2611.7712.71713’-0"35311’-0"41312’-0"61313’-10"96017’-10"151610’-1"133911’-9"162329’-6"80076#105"10’-9"3516491610292321136172308’-4"22689.81379288.61366387.41353586.31344185.11331383.91318482.71308981.512962303130 29 28 27 26 25 241 5 ’5’-4"2 ’8 ’2’-3"1’-9"2.5393.4701.9512.99213’-0"35311’-0"41312’-0"61313’-10"96019’-1"162211’-1"147213’-0"179630’-6"82776#105"11’-2"3652501643312481136182638’-4"22694.01444992.81434591.71421790.51408989.31399588.11386786.91373885.713643313231 30 29 28 27 26 251 6 ’5’-6"2 ’8 ’2’-6"1’-9"2.6393.6311.9832.88813’-0"35311’-0"41312’-0"61313’-10"96020’-3"269012’-1"160514’-3"196831’-6"85476#105"11’-6"3761521708322561239482638’-4"226102.516064101.315936100.11583398.91570597.71557796.51548395.41535594.21522632A B C D E F G K DESIGNDESIGN A B C D E F G KH MINUS 1’-11"MINUS SURCHARGEU3 "DIA.TW+SW-6"H MINUS 1’-11"MINUS SURCHARGE1’-0" MIN. LAPU11’-4"MINUSSURCHARGE13 "12DIA.TW+SW-6"13’-0"MINUS SURCHARGEA4U1’-8"112H MINUS 8’-3"4 "DIA. TH MINUS 8’-3"5’-0"4 "DIA. T11211’-0"5’-0"A5112H MINUS 11’-3"2’-0"15 "DIA.TW+SW-6"1212’-0"2’-0"A6112H MINUS 13’-9"16" PINDIA.TW+SW-6"A11’-2" MIN.LAP1213’-10"A7H MINUS 17’-9"A21’-6" MIN.LAP1129" PINDIA. "+ SW-6"H MINUS 20’-10"2’-5" MIN.LAP11" PINDIA.1 ’1A312H MINUS 25’-1"2’-6" MIN. A41’-0" MIN.LAPLAP13PIN DIA.12FT+1’-0"1’-0"11" PINDIA.TW+SW-6"6"H-(FT+1’-11")U(-) SURCHARGEH MINUS 1’-11"6"3 " PH < 7’H-6" @ MAX. 4’-0"H > 7’=4’-0"11GENERAL NOTES:1 REINFORCING STEEL BAR LENGTHS TABULATED ARE FOR NO SURCHARGEDESIGN A. TO MODIFY BAR LENGTHS FOR DIFFERENT SURCHARGE DESIGN,SUBTRACT THE AMOUNT OF LEVEL SURCHARGE FROM BARS A1 AND B. TAKE BARSD AND F FOR DESIGN B THRU K WALLS FROM DESIGN A WALL OF THE SAMEHEIGHT. LENGTHS AND NUMBER OF OTHER BARS WILL BE UNCHANGED EXCEPT BARA2 FOR H < 14’-0" WHEN SURCHARGE EXCEEDS 6 FT.2 WALLS ARE DESIGNED USING 40# EQUAL FLUID PRESSURE AND WITH WEIGHTOF EARTH AT 120# / CU. FT.3 ALL CONCRETE TO BE CLASS C; f’c = 3600 PSI; fc = 1440 PSI.4 ALL REINFORCING STEEL TO BE GRADE 60; fs = 24,000 PSI.5 FOR NOTES AND DETAILS NOT SHOWN ON THIS SHEET SEE SHEETS 2, AND 3.LGTH. = H + TW + SW-2’-6"H < 14’ H > 14’ < 16’=LGTH. = 13’-0"H > 16’=L G T H . = HH < 14’ H > 14’ < 20’==LGTH. = 11’-0"H > 20’LGTH. = H + TW+ SW - 11’-10"H < 24’=LGTH. = 12’-0"H > 24’LGTH. = H + TW+ S W -H < 29’=LGTH. = 13’-10"H > 29’L G T H .+ SW - 18’-5"LGTH. = H - 19’-11"LGTH. = H + TW+ S W -LGTH. = H - 6’MINUS SURCHARGELGTH. = 8’-4" FOR H > 5’=*** LGTH. = 2H-6" FOR H < 5’@ MAX. 8’-4"6 3 I N C H T O 1 1 I N C H D I A M E T E R7 QUANTITIES ARE BASED ON "H" BEING AVERAGE HEIGHT OF PANEL.8 RETAINING WALLS ARE DESIGNED TO BE CODED AS FOLLOWS ONBARS A1BARS A2BARS A3BARS A4BARS A5BARS A6BARS A7BARS BBARS URETAINING WALL LAYOUT SHEETS.LC - 21 - 28HA - 28 - 32LENGTH OF PANEL28’ REQUIRES SPECIAL QUANTITIES32’ IS STANDARD1’-0" MINHHSFTKW3"U @ 15" C/C2" CLEARHORIZ STEELD @ 18" C/C3" CL.TWTB12"KWFW3" CLEARVERT STEELSWPLACE TOEWALL AGAINSTANOTE: VERTICALBARS ARE INSIDEHORIZONTAL BARS.(TYPICAL)D @ 12" C/CCHWH3" CLEAR3"TOP OF UNDISTURBED1’-0" MINOR COMPACTED SOIL.MAKE BREAK LINE PARALLELTO TOP OF FOOTINGHKW FT HSVARIES13’-0" FORDN. A TO6’-0" FORDN. KD @ 18" C/C3"2" CLEARHORIZ STEELTIE ALL BARS AAT BEND POINTTO REINFORCINGIN FRONT FACE.12"TW SW HWFT3" CL.BKWPLACE TOEWALL AGAINSTU @ 15" C/C3" CLEARVERT STEEL1FWD @ 12" C/C12ACHF3" CLEAR****DESIGN "A" WALL WITH ZEROSURCHARGE SHOWN AT RIGHT.DEDUCT AMOUNT OF SURCHARGEFOR DISTANCE TO TOP OF BARFOR OTHER DESIGNS.BARS F TO BE #8 SMOOTHAT EXPANSION JOINTS AND#8 DEFORMED AT CONSTRUCTIONJOINTS.VARY LENGTH OF LEGS OFBARS U TO FIT SLOPE OF PANELFOR ALL VALUES OF H LESSTHAN 5’-0" I.E. FOR 10% GRADEU1 LEGS = 1’-0", U26 = 4’-0".FOR WALLS LESS THAN 13’ INHEIGHT, SPACING BETWEEN BARSA 1 A N D3"F @ 12""H" (AVERAGE HEIGHT OF PANEL)USE DESIGN "A" FOR ALL VALUES OF H ON BAR BENDING DIAGRAMS.6"1’-6"A1A43" CLEARTYP.A7FTVARIES (3’-0" MAX.)2"TOP OF A1 BARS 1’-8"8’-0" TOP OF A2 BARS11’-0" TOP OF A3 BARS13’-6" TOP OF A4 BARS17’-6" TOP OF A5 BARS20’-7" TOP OF A6 BARS24’-10" TOP OF A7 BARS(TOP OF WALL AT HIGH END)A3A4A6A1LEVELA7DA2A5UA1FA1AVERAGE HEIGHT "H" OF PANEL.DESIGN C = 2’ LEVEL SURCHARGE OR SLOPED SURCHARGEUP THROUGH 5:1. A = NO SURCHARGE.FOOTING PRESSURE DESIGN. H = HIGH, L = LOW1 USE 1993 TEXAS STATE HIGHWAY DEPARTMENT SPECIFICATIONS.APPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:STANDARD RETAINING WALLDESIGNS A TO KHIGH FOOTING PRESSURE (H.F.P.)UNDISTURBED SOIL.UNDISTURBED SOIL.KEYFOOTINGH T A C DTYPICAL 5"DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONSECTIONSECTIONH < 14’ H > 14’=32’-0" USUAL PANEL LENGTHREAR ELEVATIONCONST. OREXP. JOINTCITY OF DALLAS, TEXASDRAWNDESIGN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119973001

SURCHARGELEVEL SLOPEDNONE NONE1’ UP TO 7:12’ " 5:1"3’"4’" 2:15’"6’"7’PROPERTIESMAX. REQ’D.WALL DIMENSIONSA’S 0"/FT.FW TW SW HW FT KW STEM TOE HEELMAX. SOILPRESS. T/0’+ A126~#5 @ 15"LGTH. WT.+ A225~#6 @ 15"A325~#7 @ 15"** A426~#8 @ 15"REINFORCING STEEL FOR 32’-0" PANEL (DESIGN A)** A525~#9 @ 15"A625~#11 @ 15"A726~#11 @ 15"B26~#5 @ 15"WT. WT. WT.LGTH. WT. LGTH. LGTH. LGTH. LGTH. LGTH. LGTH.WT. WT. WT.NO.SIZE SPA.CLGTH.WT.D#5 X 31’-6"@ 12" & 18"F#8 X 3’-0"@ 12"H#5 X 31’-6"@ 12"NO. WT. NO. WT. NO. WT. NO. WT. LGTH. WT.T#5 X 31’-6"@ 12"***U26~#5@ 15"QUANTITIES FOR 32’-0" PANELSURCHARGE0 4 ’ NONE 1’ OR 7:1 2’ OR 5:1 3 ’ O 5’ OR 2:1 6 ’ O 7 ’ OCONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF. CONC. REINF.C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B. C.Y. L.B.HEIGHT PLUSSURCHARGE1001’-0"0000.125002662161’-4"361.21181211’-8"8"1’-0"09"9".113.125.125.1252663242663’-4"903.62462.418423212’-0"1’-0"1’-0"09"9".141.125.125.12541314322662665’-4"1455.14403.93122.71843WALL HEIGHT "H"45678910111213141516171819203 2 14 3 25 4 36 5 47 6 58 7 69 8 710 9 811 10 912 11 1013 12 1114 13 1215 14 1316 15 1417 16 1518 17 1619 18 171234567891011121314151612 13 24 35 46 57 68 79 810 911 1012 1113 1214 1315 14123456789101112132’-8"3’-6"4’-3"5’-0"5’-8"6’-4"7’-0"7’-9"8’-6"9’-2"9’-10"10’-6"11’-2"11’-10"12’-6"13’-3"13’-10"1’-4"1’-9"2 ’ -2’-6"2’-10"3’-2"3’-6"3 ’ -4’-3"4’-7"4’-11"5’-3"5’-7"5’-11"6’-3 "6 ’6’-11"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1 ’1’-2"1 ’1 ’1 ’1 ’4"9"1 ’1’-6"1’-10"2’-2"2’-6"2 ’ -3’-3"3’-7"3’-11"4 ’4’-5"4 ’4 -5 ’5 ’1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"1’-3"1’-3"1’-6"1’-6"1’-6"9"9"9"9"9"9"9"9"9"9"9"9"1’-0"1’-0"1-3"1’-3"1’-3".110.143.176.207.238.269.300.346.361.391.422.465.513.544.593.623.652.125.125.125.125.154.229.327.448.596.774.9851.0861.1731.2911.3831.5131.650.125.125.125.125.128.181.247.325.438.552.686.862.785.946.9131.0811.229.125.125.125.125.125.158.280.401.553.722.9241.113.9711.1481.0571.2461.4143’-10"5’-3"6’-8"8’-0"9’-4"10-8"12’-0"13’-5"14’-9"16’-1"17’-5"18’-10"13’-0"13’-0"13’-0"13’-0"13’-0"1041421812172532893253644004364725113533533533533534’-2"5’-4"6’-7"7’-8"8-11"10-1"11’-2"12’-5"13’-7"14’-9"15’-11"1562002472883353794194665105545986’-9"8’-1"9’-6"10’-11"12’-4"13-9"15’-3"16’-7"345413485558630703779847** FOR H=20’ USE #9 BARS A48’-5"9’-10"11"-2"12-8"14’-1"5846837758791245** FOR FOLLOWING HEIGHTS USE #10BARS A5 H=23’; H=24’; H=28’; H=29’** FOR WALLS 32’ HIGH USE #11 BARS A53’-6"4’-6"5’-6"6’-6"7’-6"8’-6"9’-6"10’-6"11’-6"12’-6"13’-6"14’-6"15’-6"16’-6"17’-6"18’-6"19’-6"951221491762032312582853123393663934204474755025292626262626263838383838383838383838#4#4#4#4#4#4#4#6#6#7#8#9#9#9#9#9#1015"15"15"15"15"15"10"10"10"10"10"10"10"10"10"10"10"1’-10"2’-3"2’-8"3’-0"3’-4"3’-8"4’-0"4’-4"4’-9"5’-1"5’-5"5’-9"6’-1"6’-5"6’-9"7’-2"7’-5"3239465258641022472713955507437868298729261213579101213151719202224252729303216423029632939442749355962465772378982188795398610515678910111213141415161718181940485664728088961041121121201281361441441522233334445566777866669999999913113113116416419719723023023026323334445566677888669999991311311311641641971971972302302632632637’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"8’-4"1992262262262262262262262262262262262262262262262267.49.611.613.715.717.719.621.723.825.827.729.835.437.844.347.350.07669721152126214361547191022722479315935584040472251175504584267406.28.410.412.514.516.518.420.522.624.626.528.634.236.643.146.148.94728171024116713091451178221442352306434383912462749885374575466125.07.29.311.313.315.317.319.321.423.425.427.433.035.441.944.947.7344512774103912141324168620162224293733433791449948945246562565253.86.08.110.112.114.116.118.120.222.224.226.231.834.240.843.746.528238455288410861229155919192096280932163696437947665152549763964.86.99.010.912.914.917.019.021.023.025.030.633.139.642.545.33224245589311101146417922000268130883569428446465024540362685.77.89.811.713.715.817.919.821.823.829.531.938.441.344.1362430596946133616971872258529603441415745514904527561746.68.610.512.514.616.718.620.622.628.330.737.240.242.9368468602118115691777245728643313402944244809515560407.49.411.313.415.517.519.421.527.129.536.039.041.840647467214141649236227363217390142964682506053264567891011121314151617181920212019181716151414’-6"7’-3"1’-7"5’-8"1’-9"1’-6".7021.7581.2051.33613’-0"35311’-0"41318’-0"92015’-5"10709’-7"81520’-6"55638#1010"7’-9"126734111720160826392968’-4"22657.7745656.5732755.4720054.2711353.0698451.8685650.6676249.4663421222120191817161515’-2"7’-7"1 ’5 ’ -1’-9"1’-6".7311.9391.3731.52113’-0"35311’-0"41319’-5"99216’-11"117410’-11"92821’-6"58338#1010"8’-1"132235115021168826392968’-4"22661.0786859.9777258.7764457.5751756.3743055.1730153.9717352.770792223 22 21 20 1918171616’-0"8’-0"1 ’6 ’1’-9"1’-6".7612.0661.5901.76713’-0"35311’-0"41320’-11"106918’-5"127812’-4"132722’-6"61076#85"8’-6"1725371216221769296103298’-4"22664.8901863.6898962.4879461.3866660.1853958.9845257.7832356.581952324 23 22 21 20 19181716’-6"8’-3"1 ’ -6 ’2’-0"1’-6".8102.1891.5371.64813’-0"35311’-0"41322’-3"113719’-9"137113’-7"146123’-6"63776#85"8’-9"1776391281231849296103298’-4"22672.3946471.2933670.0920868.8911367.6898566.4885365.2877164.186422425 24 23 22 21 20 191817’-3"8 ’1 ’ -6 ’2’-0"1’-6".8402.3591.7421.87013’-0"35311’-0"41312’-0"61321’-2"146915’-0"12755’-1"67524’-6"66476#85"9’-2"1860401314241929296103298’-4"22676.4967975.2958374.0945672.8932871.6923370.4910569.3897868.188912526 25 24 23 22 21 20 1917’-11"8 ’ -2 ’6 ’ -2’-3"1’-6".8892.4081.7351.81313’-0"35311’-0"41312’-0"61322’-7"156816’-4"13886’-1"80825’-6"69276#85"9’-6"19284213802520010329113618’-4"22685.01025983.81012982.61003481.5990780.3977979.1968477.9955676.794292627 26 25 24 23 22 21 2018’-7"9 ’2 ’7 ’2’-3"1’-6".9192.672 1.929 2.02813’-0"35311’-0"41312’-0"61324’-0"166617’-8"15027’-1"94126’-6"71976#95"9’-10"25414414462620810329113618’-4"22689.21131888.01418986.91106085.71096584.51083883.31071082.11061580.9104872728 27 26 25 24 23 22 2119’-3"9 ’2 ’7 ’2’-3"1’-9".9492.862 2.138 2.23513’-0"35311’-0"41312’-0"61325’-5"176419’-0"20448’-1"107427’-6"74676#95"10’-1"26064514782721610329123948’-4"22694.51225693.31216192.11205391.01190489.81180988.61168287.41155486.2114592829 28 27 26 25 24 23 2219’-11"9 ’ -2 ’7’-8"2’-3"1’-9".9793.057 2.361 2.46813’-0"35311’-0"41312’-0"61326’-11"186920-4"21879’-1"120628’-6"77376#95"10’-5"26924715442822411361123948’-4"22698.91285597.81272696.61263295.41250494.21237593.01229091.81215390.6120252930 29 28 27 26 25 24 2320’-7"1 0 ’2 ’7 ’ -2’-3"1’-9"1.0093.2612.5992.71713’-0"35311’-0"41312’-0"61313’-10"96021’-8"184210’-1"133916’-11"233729’-6"80076#105"10’-9"35164916102923211361123948’-4"226103.514996102.314867101.11473999.91464598.71451797.61438896.41429395.214166303130 29 28 27 26 25 2421’-3"1 0 ’2 ’8 ’2’-3"1’-9"1.039 3.470 2.852 2.99213’-0"35311’-0"41312’-0"61313’-10"96023-0"195511’-1"147218’-4"253330’-6"82776#105"11’-2"36525016433124811361134278’-4"226108.115683107.015579105.815451104.615323103.415229102.215101101.01497299.814877313231 30 29 28 27 26 2521’-11"1 0 ’2 ’8 ’2’-6"1’-9"1.0883.6312.8172.88813’-0"35311’-0"41312’-0"61313’-10"96024’-4"323212’-1"160519’-9"272831’-6"85476#105"11’-6"37615217083225612394134278’-4"226118.617530117.517402116.317299115.117171113.917043112.716949111.516821110.31669232A B C D E F G K DESIGNDESIGN A B C D E F G KH MINUS 1’-11"MINUS SURCHARGEU3 "DIA.TW+SW-6"H MINUS 1’-11"MINUS SURCHARGE1’-0" MIN. LAPU11’-4"MINUSSURCHARGE13 "12DIA.TW+SW-6"13’-0"MINUS SURCHARGEA4U1’-8"112H MINUS 8’-3"4 "DIA. TH MINUS 8’-3"5’-0"4 "DIA. T11211’-0"5’-0"A5112H MINUS 11’-3"2’-0"15 "DIA.TW+SW-6"1212’-0"2’-0"A6112H MINUS 13’-9"16" PINDIA.TW+SW-6"A11’-2" MIN.LAP1213’-10"A7H MINUS 17’-9"A21’-6" MIN.LAP1129" PINDIA. "+ SW-6"H MINUS 20’-10"2’-5" MIN.LAP11" PINDIA.1 ’1A312H MINUS 25’-1"2’-6" MIN. A41’-0" MIN.LAPLAP13PIN DIA.12FT+1’-0"1’-0"11" PINDIA.TW+SW-6"6"H-(FT+1’-11")U(-) SURCHARGEH MINUS 1’-11"MINUS SURCHARGE6"3 " PH < 7’H-6" @ MAX. 4’-0"H > 7’=4’-0"11GENERAL NOTES:1 REINFORCING STEEL BAR LENGTHS TABULATED ARE FOR NO SURCHARGEDESIGN A. TO MODIFY BAR LENGTHS FOR DIFFERENT SURCHARGE DESIGN,SUBTRACT THE AMOUNT OF LEVEL SURCHARGE FROM BARS A1 AND B. TAKE BARSD AND F FOR DESIGN B THRU K WALLS FROM DESIGN A WALL OF THE SAMEHEIGHT. LENGTHS AND NUMBER OF OTHER BARS WILL BE UNCHANGED EXCEPT BARA2 FOR H < 14’-0" WHEN SURCHARGE EXCEEDS 6 FT.2 WALLS ARE DESIGNED USING 40# EQUAL FLUID PRESSURE AND WITH WEIGHTOF EARTH AT 120# / CU. FT.3 ALL CONCRETE TO BE CLASS C; f’c = 3600 PSI; fc = 1440 PSI.4 ALL REINFORCING STEEL TO BE GRADE 60; fs = 24,000 PSI.5 FOR NOTES AND DETAILS NOT SHOWN ON THIS SHEET SEE SHEETS 2, AND 3.LGTH. = H + TW + SW-2’-6"H < 14’ H > 14’ < 16’=LGTH. = 13’-0"H > 16’=L G T H . = HH < 14’ H > 14’ < 20’==LGTH. = 11’-0"H > 20’LGTH. = H + TW+ SW - 11’-10"H < 24’=LGTH. = 12’-0"H > 24’LGTH. = H + TW+ S W -H < 29’=LGTH. = 13’-10"H > 29’L G T H .+ SW - 18’-5"LGTH. = H - 19’-11"LGTH. = H + TW+ S W -LGTH. = H - 6’MINUS SURCHARGELGTH. = 8’-4" FOR H > 5’=*** LGTH. = 2H-8" FOR H < 5’@ MAX. 8’-4"6 3 I N C H T O 1 1 I N C H D I A M E T E R7 QUANTITIES ARE BASED ON "H" BEING AVERAGE HEIGHT OF PANEL.8 RETAINING WALLS ARE DESIGNED TO BE CODED AS FOLLOWS ONBARS A1BARS A2BARS A3BARS A4BARS A5BARS A6BARS A7BARS BBARS URETAINING WALL LAYOUT SHEETS.LC - 21 - 28HA - 28 - 32LENGTH OF PANEL28’ REQUIRES SPECIAL QUANTITIES32’ IS STANDARD1’-0" MINHHSFTKW3"U @ 15" C/C2" CLEARHORIZ STEELD @ 18" C/C3" CL.TWTB12"KWFW3" CLEARVERT STEELSWPLACE TOEWALL AGAINSTANOTE: VERTICALBARS ARE INSIDEHORIZONTAL BARS.(TYPICAL)D @ 12" C/CCHWH3" CLEAR3"TOP OF UNDISTURBED1’-0" MINOR COMPACTED SOIL.MAKE BREAK LINE PARALLELTO TOP OF FOOTINGHKW FT HSVARIES13’-0" FORDN. A TO6’-0" FORDN. KD @ 18" C/C3"2" CLEARHORIZ STEELTIE ALL BARS AAT BEND POINTTO REINFORCINGIN FRONT FACE.12"TW SW HWFT3" CL.BKWPLACE TOEWALL AGAINSTU @ 15" C/C3" CLEARVERT STEEL1FWD @ 12" C/C12ACHF3" CLEAR* DESIGN "A" WALL WITH ZEROSURCHARGE SHOWN AT RIGHT.DEDUCT AMOUNT OF SURCHARGEFOR DISTANCE TO TOP OF BARFOR OTHER DESIGNS.BARS F TO BE #8 SMOOTHAT EXPANSION JOINTS AND#8 DEFORMED AT CONSTRUCTIONJOINTS.*** VARY LENGTH OF LEGS OFBARS U TO FIT SLOPE OF PANELFOR ALL VALUES OF H LESSTHAN 5’-0" I.E. FOR 10% GRADEU1 LEGS = 1’-0", U26 = 4’-0".FOR WALLS LESS THAN 13’ INHEIGHT, SPACING BETWEEN BARSA 1 A N D3"F @ 12""H" (AVERAGE HEIGHT OF PANEL)USE DESIGN "A" FOR ALL VALUES OF H ON BAR BENDING DIAGRAMS.6"1’-6"A1A43" CLEARTYP.A7FTVARIES (3’-0" MAX.)2"TOP OF A1 BARS 1’-8"8’-0" TOP OF A2 BARS11’-0" TOP OF A3 BARS13’-6" TOP OF A4 BARS17’-6" TOP OF A5 BARS20’-7" TOP OF A6 BARS24’-10" TOP OF A7 BARS(TOP OF WALL AT HIGH END)A3A4A6A1LEVELA7DA2A5UA1FA1AVERAGE HEIGHT "H" OF PANEL.DESIGN C = 2’ LEVEL SURCHARGE OR SLOPED SURCHARGEUP THROUGH 5:1. A = NO SURCHARGE.FOOTING PRESSURE DESIGN. H = HIGH, L = LOW1 USE 1993 TEXAS STATE HIGHWAY DEPARTMENT SPECIFICATIONS.APPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONSTANDARD RETAINING WALLDESIGNS A TO KLOW FOOTING PRESSURE (L.F.P.)UNDISTURBED SOIL.UNDISTURBED SOIL.KEYFOOTINGH T A C DTYPICAL 5"DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONSECTIONSECTIONH < 14’ H > 14’=32’-0" USUAL PANEL LENGTHREAR ELEVATIONCONST. OREXP. JOINTCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119973002

8"H>3’6"H3’ 8"H

6"Finished Grade12" 12" 12" 12"+2’-6"VerticalVaries14’ Max.Sw-12Hs-Sw-12Hs2’-0"VerticalParallel1212HsVertical12Filter MaterialSw12FrontFaceSwSw4" o Weep holes @ 15’-0" c.-c. max.s l o p e " p e r1’-0" square hardware clothcentered behind opening.2’-0"If pipe underdrains are required, the flowline andoutlets shall be as shown elsewhere in the plansand the concrete coarse aggregate shall beapproximately centered on the underdrain pipe.If pipe underdrains are used, omit weep holes.AS DETAILEDALL HEIGHTS(Basis for Payment)Bars F, 1 " o x 3’-0" SmoothDowels @ 12" c/cBOTH FRONT & BACKFACES SLOPINGOther slopes may be used on eitherfront or back face of wall.FRONT FACE VERTICALBACK FACE SLOPEDALTERNATE STEM SLOPE DETAILSWalls with slopes other than these may be used after approval by theEngineer. Sw shall not be less than shown in Table on page 3001 or 3002.BOTH FACES VERTICAL 14’) (As detailed for "H" 14’)No payment will be made for excess concrete due to changing of slope of wall face.Use Spacer for stems of unequal thicknessType "A" Waterstop1"Compressed Plug( Sponge, etc.)Type "B" WaterstopEdge ofWallEqual " CFinished ground lineTop of undisturbedor compacted soil.1’-0"Min.Limits of Uncl.Struct. Excavation.Place toewall againstundisturbed soilDRAINAGE DETAILS& EXCAVATION1’-0" +1 Concrete coarse aggregate, Grade 2 or 3.(Incl. in Filter mat’l for payment)Limits of Uncl.Struct. Excavation.1’-0"GENERAL NOTES :Walls are designed to provide a minimum factor ofsafety against sliding of 1.5 . The undisturbed or compactedsoil depth in front of walls, from bottom of key up shall notbe less than Kw + Fr + 1’-0". The angle of internal friction ( )of this soil must be greater than 20^.The bearing capacity of the soil must be equal to orgreater than the wall footing pressure.Retaining walls with heights up to 15’-0" are detailed to beplaced on grades up thru 10 % with footing level, with nochanges in reinforcing steel. Steeper grades can be accomodatedby shortening Bars A & B and increasing length of legs ofBars U by the same amount. No change in Quantities will beinvolved. Walls over 15’-0" in height can be placed on steepergrades with no revisions.Retaining walls may be placed on Horizontal Curves byadjusting lengths of footing Bars T & H. Minor revisions ofConcrete Quantities may be required when maximum footingpressure walls are used.Designed in accordance with A.A.S.H.T.O. 1973 StandardSpecifications.All 1 concrete to be Class C, f’c = 3600 psi fc = 1440 psiReinforcing bar laps and splices shall conform toCity of Dallas Specifications.Prem. Exp. Jt. Material " CEXPANSION JOINT1 " I.D. Polyethylene Sleeve orwrap with 30# Roofing FeltBars FFace of WallCONSTRUCTION JOINTCost 1 of Furnishing and installing expansion joint materialand waterstops shall be included in price bid for Class CConcrete (Retaining Walls)For notes and details not shown on this sheet, seesheets 3001 & 30029" +-Use 1 1993 Texas State Highway Department Specifications. "+-2"2"PVC WATERSTOP TYPE "A"7Note : Dimensions & shapesmay vary slightly dependingon manufacturer.0 "+-11PVC WATERSTOP TYPE "B"Type "A" or "B" WaterstopType "A" or "B" Waterstop1Type 10 Waterproofing2" Max. 0" Min.4" 4"2’-0"1’-0"For H>20’3For H_20’12’-0"1’-0"2’-0"Dowel Bars F1" dia x 3’-0"smooth1’-9"1Type 10WaterproofingEqual1’-0"Dowel Bars F1Type 10WaterproofingAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:STANDARD RETAINING WALLSUnreinforced CI. "C" Conc.MISCELLANEOUS DETAILSH < 14’JOINT AND WATERSTOP DETAILSH > 14’PART ELEVATIONPART SECTIONSHOWING WATERSTOP @ FOOTING JOINTDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119973004

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

GENERAL NOTES1 METAL FLEX-BEAM GUARD RAIL SHALL BE 10 GAGE, GALVANIZEDAS PER ASTM A93.2 AT THE OPTION OF THE CONTRACTOR THE RAIL ELEMENT OF THEG U A R D F E N C E M A Y B E F U R N I S H E DLENGTHS. RAIL SHALL BE FURNISHED WITH POST BOLT SLOTS FOR5 / " 8 DIAMETER BOLT CONNECTION TO POSTS.7 THE CONTRACTOR HAS THE OPTION OF USING 7" DIA ROUNDPOST INSTEAD OF SQUARE POST8 UPON INSTALLATION OF BARRICADE, THE CONTRACTORSHALL NOTIFY THE TRAFFIC CONTROL DEPARTMENT THATTHE BARRICADE IS READY FOR THE SIGN TO BE INSTALLEDMEDIAN STRIPTYPICALARTERIAL STREET3 BOLTS USED IN ATTACHING RAIL TO POST SHALL BE OF SUFFICIENTLENGTH TO EXTEND THROUGH THE FULL THICKNESS OF THE NUT.4 LOCATION OF BARRICADES SHALL BE DETERMINED BY THE ENGINEER.5 WHERE ROCK IS ENCOUNTERED OR WHERE SHOWN ON THE PLANS,THE DIAMETER OF HOLES AND THE MATERIAL FOR BACKFILLING SHALLBE AS DIRECTED BY THE ENGINEER.6 TIMBER POSTS MAY BE BEVELED AT APPROX. 10^ ON THE TOP OR BOTHENDS WITH HIGH SIDE PLACED TOWARD THE ROADWAY OR THEY MAY BEDOMED.TRAFFIC FACESEE NOTE 4STREET TYPELANEWIDTHFT.BARRICADELENGTHFT.ARTERIAL2-33 26COLLECTOR1-44 38.5TYPICALCOLLECTOR STREETAPARTMENTRESIDENTIAL1-361-262626REAR FACEGUARD RAIL CONNECTION AT POST6’X6"X6" SQUARE POSTALL POSTS SHALL BE TREATEDWITH A WOOD PRESERVATIVE ORCREOSOTE BEFORE INSTALLATIONSEE NOTE 426’-0 1 / 2"13 /16 "3C LSYM.A10^16 1 / 4"5’-7" X6"X6" SQUARE POST61 /4"4 "/1316 "3 3 /15 /16"R15 /16"RNEUTRAL AXIS31 /4"13/ 4"10 GAGE FLEX-BEAM11/ 16"3 " 1 "12 1 "/4 X 2 // 2 SLOT4GUARD RAIL SECTIONNO SCALEALLOW 4" CLEAR FORINSTALLATION OF5 "/8 BOLT & NUT4"REFLECTORS5’-7"10"1’-9"3’-0"(MIN)PAVING SURFACEFINISHED GRADEGALVANIZED GUARDRAIL4"1 - ’ 0 1 / 4"3’-0" MIN. 1 ’ - 2 7 / 8"4"10 1 / 8"1’-9"1/8 "2’-71/8"5’-7WASHER5 " / 8 O BOLTS & NUTS1 "1 / LG 4ARRANGEMENT AT POSTC L POLE3 /16"10" SAWCUT BEVELTOP6"X6"X HEIGHTSQUARE POST4"FOR POSTS SEE NOTE 311 /4"11/ 4"FOR RAILS10"12’-6"12’-6"ASECTION A-ATYPICAL ELEVATIONSCALE: 1/ 2 " =1’-0"SCALE: 1 / 2 " =1’-0"SLOTTED HOLES29 / 32" X 11 / 8"1" 2" 2" 1"WASHERS 2"X4"X11WITH"/ X 1" SLOT16RAIL SPLICE3 "/ 16 GALV PLATE WASHERAPPROVED1" 1"C LRAIL2"DATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONGALVANIZEDOVAL SHOULDERBUTTON HEADBOLT & NUT FOR POST & RAILSEE POST BOLT & NUT2"4 1 / 4"4"4 1 / 4"2"3 /4"POST BOLT SLOTX 2 1 / 2"1 /8"TO BE USED WITH POST BOLTSIDE VIEWTRAFFIC CONTROL DETAILSDEAD END STREETBARRICADEDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONSCALE: 3"=1’-0"12 1 / 2"CITY OF DALLAS, TEXASWOOD POST CONNECTIONSCALE: 3" = 1’-0"DESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975001

DOUBLE LEG STREETSCAPE SIGNAL FOUNDATIONSINGLE LEG STREETSCAPE SIGNAL FOUNDATION12.50" 7" 21.00" 7"3"12.50"36.69"} " D R I L L E D8.50"6"8.50"8"3"6"ANCHOR BOLT TEMPLATE4"ANCHOR BOLT( " X 2 4 " W / 3 " " X 11"STRAPSCONDUIT18" MIN.2" CONDUIT WITHSTANDARD ELBOWCLCL136"48"CONCRETE( 3000 P.S.I. )NO. 4 BARSNOTE:7" 21"7"39"TOP VIEWANCHOR BOLT TEMPLATEANCHOR BOLTS SHALL BE PROVIDED BY CITY OF DALLASALL OTHER MATERIAL, INCLUDING ANCHOR BOLTTEMPLATES, SHALL BE PROVIDED BY THE CONTRACTOR.15" BOLTDIA. CIR." X 8 ’STEEL GROUND & CLAMP3"48"60.00"FRONT VIEW3"3"FOUR 1" X 40" ANCHOR BOLTSBENT AS SHOWN 6" THREADEDWITH LEVELING NUTS.3"NOTE: 2" CONDUIT SHALL BESTUBBED UP FROM FLUSHTO 8" ABOVE FOUNDATIONTOP.36"NOTE: 2" CONDUIT MUST BE CENTEREDIN FOUNDATION1"24.50"8 NO. 4 BARS AT 8" C. C.TOP & BOTTOMTOP VIEW60"11"CONDUIT SHALL BE CENTEREDIN AN AREA NOT TO EXCEED5" X 14"36"" OFOR CONDUIT SIZEFRONT SEE VIEW INTERSECTIONLAYOUT24.50"GROUND RODTEMPORARY CIRCULARSTEEL TEMPLATE3"8 NO. 4 BARS AT 8" C. C.CONDUITTOP & BOTTOMGROUND LEVEL2"3"SPIRAL CAGE25" O60.00"TOP VIEWVERTICAL BARS24" MIN.8- # 9’SNOTES1 . A " T H I C K S T E E L P L A T E T E M P L A T E WDIA. SHALL BE USED TO ACCURATELY POSITION ANCHOR BOLTS.2. CONCRETE USED FOR FOUNDATIONS SHALL BE EITHER CLASS A OR CLASS C AS DEFINED INTHE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS "STANDARD SPECIFICATIONS FORR1PUBLIC WORKS CONSTRUCTION" ITEM 7.4.5.R23. ALL ANCHOR BOLT HOOKS SHALL BE POINTED TOWARDS THE CENTER OF THE FOUNDATIONS.4. ALL CONDUITS PLACED IN A FOUNDATION SHALL BE ORIENTED AS INDICATED ON THEGROUNDRODINTERSECTION CONDUIT LAYOUT.5 . E A C H A N C H O R B O L T S H A N K S H A L L P RCONC. SURFACE.6. ALL STEEL REINFORCEMENT BARS SHALL BE OF INTERMEDIATE GRADE.ANCHOR BOLTSCIRCULAR STEEL TEMPLATEFOR ANCHOR BOLTSSPIRAL - 2 FLAT TURNSTOP AND 1 FLAT TURNBOTTOM.SEE SECTION TABLEFOR SIZE.VERTICAL BARS - SEE1’-0"PITCHSECTION TABLE FORSIZE AND NUMBER.30" SHAFT OTYPE OF POLEANDMAST ARMFOUNDATIONTYPEDRILLEDSHAFTDIAMETERREINFORCEMENTSTEELVERT SPIRALBARS & PITCHDRILLEDSHAFTDEPTHANCHORTEMPLATEANCHOR BOLT-BOLTINSIDE OUTSIDEQUANTITY ANDCIRCLE RADIUS RADIUSDIMENSIONDIAMETER R1 (MIN) R2 (MIN)APPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONTYPE 1 & 2 POLEW/ 15’,20’ OR 25’MAST ARM78430"8-#9’S#3 AT 9"8’-0"( 4 ) -54" X 6" HOOK22"7"13"TRAFFIC SIGNALSTYPE 1 & 2 POLEW/ 30’, 35’ OR 40’MAST ARM78530"8-#9’S#3 AT 9"10’-0"( 4 ) -54" X 6" HOOK22"7"13"FOUNDATION DETAILSTYPE 1 & 2 POLEW/ 45’ OR 50’MAST ARMTYPE 3 PEDESTALPOLENO MAST ARM78678730"30"8-#9’S #3 AT 9"8-#9’S #2 AT 12"12’-0"5’-0"( 4 ) -54" X 6" HOOK( 4 )17" X 6" HOOK7" 22"13"12" 4 8"DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975002

TYPE II W-C/R15’ 15’100’ MAX.15’ 10’ 15’ 15’10’70’ MIN.TYPE II Y-Y40’40’40’40’40’40’40’6" WHITETYPE I W-CAT 30" O.C.Detail "B"30’10’ 30’10’TYPE II W-C/RTYPE II Y-Y AT 30" O.C.40’ O.C.40’ 40’ 40’ 40’ 40’ 40’ 40’LANE LINES FOR DIVIDED ARTERIALSINDIVIDUAL UNIT TRAFFIC BUTTONS TYPE II W-C/R RED FACETOWARD WRONG WAY TRAFFIC SHALL BE SPACED ON 40’ CENTERS.CONTINUOUS LEFT TURN LANE MARKINGS40’ 40’ 40’ 40’TYPE I W-C15’ 10’ 30’10’ 15’44’ MINIMUMSEE NOTETYPE II Y-YTYPE I W-C40’TYPE II Y-Y40’ 40’Detail "A"SEE NOTETYPE II Y-Y4"YELLOW4"4"4"4" 4"TYPE II Y-Y40’40’40’40’40’40’Detail "A"Detail "B"LANE LINES & CENTER LINES FORINDIVIDUAL UNIT TRAFFIC BUTTONS TYPE I W-C, CLEAR FACETOWARD NORMAL TRAFFIC, SHALL BE SPACED ON 40’ CENTERS.NOTE: USE 4" TYPE II Y-Y TRAFFIC BUTTONSBETWEEN DOUBLE YELLOW LINESAT 40’ O.C.UNDIVIDED MINOR ARTERIALS (44’ or more in width)10’ 10’15’ 15’ 15’ 15’ 10’4"TYPE II W-C/RREFLECTIVE PAINT OR OTHERSPECIFIED MATERIAL (WHITE)TYPE II Y-YYELLOWYELLOWTYPE II Y-YTRAFFIC LANE LINE MARKINGS (Typical)15’ 15’ 15’ 15’ 15’10’ 10’10’ 10’ 50’ 50’ 15’ 15’ 15’ 15’ 15’36’TRAFFIC BUTTONS TYPE II W-C/R SHALL BESPACED ON 40’ CENTERS WITH A CLEAR FACETOWARD NORMAL TRAFFIC AND THE RED FACETOWARD WRONG WAY TRAFFIC.PAVEMENT MARKINGS36’ LOCAL & COLLECTOR STREETSAPPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONTYPICAL PAVEMENT MARKINGSFORCITY STREETSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975003

2 ’6"6"50’15’3’2’P.C.DETAIL " A "10’LEFT TURN LANE MARKINGVARIES2’4’SHOULD ALIGN WITH CURB LINESTANDARD LEFT TURN LANE MARKINGS50’WIDTH OF LINESWHITE LANE LINE ( L. L. ) 4"YELLOW CENTER LINE ( C. L. ) 4"6"DOUBLE YELLOWCENTER LINE ( DBL. C. L. ) 4" - 4" GAP - 4"EDGE LINES ( E. L. ) 4" WHITE - YELLOW2"TYPE I W - C ON 30" CENTERS10’CROSSWALK ( X. W. ) 6" WHITESTOP LINES ( S. L. ) 18" WHITEFOR TURNING LANES 6" WHITEMEDIANPUPPY TRACKS 4"R.R. STOP BARS 24"DETAIL " A "TYPICAL CROSSWALK LAYOUTDETAIL " B "25’P. C.Detail "C"PUPPY TRACKSDUAL LEFT TURN LANE MARKINGS5’2 ’5’2 ’5’6"2 ’2"TYPE I W - C ON 30" CENTERS9.5’DETAIL " C "6"20’TYPICAL " PUPPY TRACK " PVM’T. MARKING LAYOUTAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONWHITE PAVEMENT MARKINGS9.5’DATE:5’ MEDIANTYPICAL PAVEMENT MARKING DETAILSDETAIL " B "NO SCALEDETAIL " B "DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975004

BBLCTOPBOTTOM73 RAISED STUDSEQUALLY SPACEDREFLECTORIZEDSURFACE4 "-6"1AAAABBTYPE ITop ViewTYPE IITop View4-"OO30 MAX - 25 MIN "1Section APAVEMENT SURFACESection B708709TYPE I W C710.TYPE II W C/RTYPE I Y Y711.TYPE II Y YPAVEMENT LANE MARKERS(REFLECTORIZED)FRONTTWO-WAY REFLECTIVE CERAMIC CHANNELMARKER, YELLOW COLOR W/ YELLOW REFLECTORSNO SCALEN O T E : T O L E R A N C E S + " U6" CERAMIC CHANNEL MARKERSONE-WAY REFLECTIVE CERAMIC CHANNELMARKER, YELLOW OR WHITE COLORNO SCALE6"C6"6"NOTEDIRECTION OF TRAFFICDUNLESS SPECIFIED OTHERWISEELESWHERE IN THE PLANS2" 2"CUNLESS SPECIFIED OTHERWISE& & &ELESWHERE IN THE PLANSD6"6"11A L L D I M E N S I O N S A R E + "GENERAL NOTES:THE PAVEMENT UPON WHICH THE LANE AND CHANNEL MARKERS, AND JIGGLE BARTILE ARE TO BE PLACED SHALL BE PREPARED SUBJECT TO THE APPROVAL OFTHE ENGINEER TO INSURE PROPER CLEANING OF THE PAVEMENT SURFACE.RPM"S SHALL BE BONDED TO THE ROADWAY SURFACE WITH ADHESIVE CONFORMINGWITH THE SPECIFICATION.JIGGLE BARS SHALL BE PLACED AT SUCH OTHER LOCATIONS AS SHOWN ON THEPLAN AND PROFILE SHEETS OR WHERE DIRECTED BY THE ENGINEER.MARKERS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. THEY ARE NOTJIGGLE BAR IN PLACETOP VIEWINTENDED TO SPECIFY ANY PARTICULAR PRODUCT.DIRECTION OF TRAFFICTYPE ITOP VIEWTYPE IITOP VIEW6"2"&ROADWAYSURFACE1-"&˘ "ADHESIVESECTION C6"2"&6"6"2"&ROADWAYSURFACE1 - "&&1 "-&˘ "ADHESIVEADHESIVEROADWAYSURFACEADHESIVEROADWAYSURFACEADHESIVESECTION DROADWAYSURFACE715716TYPE I W . CTYPE I Y . YTYPES I & IIFRONT VIEWJIGGLE BAR TILES717718.TYPE II W C/R.TYPE II Y YSIDE VIEWAPPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONJIGGLE BAR TILESSIDE VIEW(REFLECTORIZED)INDIVIDUAL UNIT PAVEMENT MARKINGS(NONREFLECTIVE) ITEM 714"JIGGLE BARS" CONSIST OF A NUMBER OF JIGGLEREFLECTIVE PAVEMENT MARKERS,BAR TILES PLACED IN A LINEAR CONFIGURATIONTRAFFIC BUTTONS & JIGGLE BAR TILEDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975005

3’-4"5’-9"8’-0"3’-1"1’-8"1’-11"8’-3"4’-4" 5’-0"9’-4"13’-4"2’-8"1’-3" 1’-5" 0’-10"6’-7"3’-8"8’-0"ELONGATED ARROWS FOR PAVEMENT MARKINGSELONGATED LETTERS FOR PAVEMENT MARKINGSAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:TYP. PAVEMENT MARKINGSFORCITY STREETSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975006

ESTIMATED QUANTITIES10’ 30’ 10’ 30’4 inch solid or broken yellowa =12 feet minimum, 15 feet usual.(for contractor use only)24 INCH WHITE TRANSVERSE MARKINGS AND STOP LINES4 inch solid yellowif automatic gates are present,distance "a" should be measuredLANE WIDTH (FT)from nearest edge of automaticgates to rails.24"No. of approach lanes(include TWLTL12113366123672133978144284c16’3499132108144117156126168bab =Stop lines should be placedApproach Direction A = LFApproach Direction B = LFTotal of Both Approaches = LFon 8 foot (minimum) distance,10’ 60’ d*R15-1Assemblyin advance of R15-1.16"4 INCH SOLID YELLOW NO PASSING LINEFor: Two Lane, Two-Way, Single Lane Approach per Direction("d" - "c") + 70 = LFApproach Direction A = LFApproach Direction B = LFTwo Lane, Two-Wayc =15 feet desirable minimum.Total of Both Approaches = LFR15-1 should be placed between8 INCH SOLID WHITE LANE LINEstop line and rails withadequate distance provided for"a".20’For: Two-Way or One-Way Traffic, 2 or More Approach Lanesin same Direction (Do NOT Include TWLTL)(No. of Approach Lanes minus 1) multiply by("d" - "c") + 70 = LFd =Approach Direction A = LFApproach Direction B = LFTotal of Both Approaches = LFApproachDesirableRR XING SYMBOLSpeed (mph)Placement18"For: All Approach Lanes4 inch solid yellow30 50 (min) - 90 (usual)35 70 - 17040 150 - 25045 235 - 335Approach Direction A = LFApproach Direction B = LFTotal of Both Approaches = LF50 315 - 41555 400 - Up (500 usual)78"8 inch solid whiteGENERAL NOTES1. The pavement markings on an approach to a railroad grade cross-36"ing shall consist of:78"a. The RR Xing symbol.b. Three transverse 24’ lines, andc24’c. Lane lines : a solid no passing line for two-waytraffic approaches, or solid lane linesfor multilane approaches.10’ 60’ dDivided Roadwayba*R15-1Assembly*R15-1AssemblyMay consist of R15-1 and/orR15-2, Type A, Type E or24"2. For bidding purposes, the RR Xing symbol will be measured andpaid for as for each lane in place. The transverse markingsand lane lines will be measured and paid for by the linearfoot.3. Markings other than no passing center lines, shall be white.No passing center lines shall be white.Type F assembly.4. Approach lanes less than 8 foot width shall NOT have markings.5. Markings shall NOT be placed where less than 110 feet ofapproach pavement is available for placement.6. RR Xing symbols should be placed approximately in the center ofthe approach lane.7. All transverse markings, including stop lines, shall be placedat right angles to the center line and across all approach91 8lanes.14 inch solid or broken yellow4 inch solid yellow7"R8. Existing non-standard markings shall be removed to the fullestextent possible so as not to leave a discernable marking, byany method approved by the engineer. OVERPAINTING WILL NOT BEALLOWED. Removal shall be paid for directly as a separate item.3 39. Additional markings and placement details may be found in50’MIN.26"17"11the TMUTCD, Appendix H.10. The Engineer may require additional longitudinal markings ifthe distance between the stop lines is greater than 80 feet.Markings are not required across or between the rails.7"R8 inch solid white1 815APPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:cPAVEMENT MARKINGSb23RAILROAD CROSSINGTYPICAL DETAILS10’ 60’ dTwo-Way Left Turn Lane (TWLTL)a*R15-1Assembly1DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975007

oPOLE FOUNDATION DETAILS FOR TRAFFIC SIGNAL STRUCTURESKEARNEY CLAMP W/GROUNDING CONDUCTORN O T E S : 1 . A " T H I C K S T E E L P L A T E T EANCHOR BOLT DIAMETER SHALL BE USED TO ACCURATELY POSITION ANCHORBOLTS.DETAILS FOR TYING CONDUIT INTO EXISTING FOUNDATIONS(SEE NOTE 13 AT RIGHT)2. CONCRETE USED FOR FOUNDATIONS SHALL BE EITHER CLASS A OR CLASS" OFOR CONDUIT SIZESEE INTERSECTIONC AS DEFINED IN THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT’S" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION " ITEM 7.4.5GROUND RODPROJECTED 4" ABOVEFOUNDATIONLAYOUTTEMPORARY CIRCULARSTEEL DIAMETERSPIRAL CAGE25" DIAMETER3. ALL ANCHOR BOLT HOOKS SHALL BE POINTED TOWARDS THE CENTER OFTHE FOUNDATION.EXISTINGTRANSFORMERBASEGROUNDLEVEL1" X 1" 45 BEVELVERTICAL BARS8 - #9’S4. ALL CONDUITS PLACED IN THE FOUNDATION SHALL BE ORIENTED ASINDICATED ON THE INTERSECTION CONDUIT LAYOUT.3"5. 7 INCHES OF THE THREADED PORTION OF EACH ANCHOR BOLT SHALLPROJECT ABOVE THE TOP SURFACE OF THE FOUNDATION.6 . A " O X 7 ’ - 0 " C O P P E R C L A24"MIN.CONDUITTHE FOUNDATION WITH A MINIMUM OF 4 INCHES OF THE RODPROJECTING ABOVE THE FOUNDATION’S TOP SURFACE.7. EACH GROUND ROD SHALL BE DRIVEN INTO THE SOIL FOR A MINIMUM OF3 FEET AS INDICATED ON THE DRAWING AT THE LEFT.CONCRETE CUTINTO EXISTING FOUNDATION8. WHEN SOLID ROCK IS ENCOUNTERED DURING DRILLING, THE DRILLED SHAFTSHALL EXTEND 5’-0" INTO SOLID ROCK, OR TO A DEPTH DETERMINED BYTHE ENGINEER.9 . THE CONFIGURATION FOR ANCHOR BOLTS AND VERTICAL BARS INSIDE THER1R2SPIRAL CAGE SHALL BE AS INDICATED ON DRAWING AT THE LEFT.3’ MIN. DEPTHIN SOILGROUND RODSPIRAL - 2 FLAT TURNSTOP AND 1 FLAT TURNANCHOR BOLTSBOTTOM.SEE SELECTION TABLEFOR SIZECIRCULAR STEEL TEMPLATEFOR ANCHOR BOLTS10. SEE SELECTION TABLE FOR APPROPRIATE DRILLED SHAFT DEPTH FOR AGIVEN TYPE OF POLE AND ARM.11. ALL STEEL REINFORCEMENT BARS SHALL BE OF INTERMEDIATE GRADE.12. A 2" DEEP CIRCULAR FORM SHALL BE PLACED TO ENCASE THE TOPPORTION OF ALL CIRCULAR FOUNDATIONS.13. CONNECT #6 AWG STRANDED UNINSULATED COPPER GROUNDING CONDUCTORTO GROUND ROD WITH A KEARNEY CLAMP.INSTALLEDCONDUITVERTICAL BARS - SEESELECTION TABLE FORSIZE AND NUMBERPITCHFOUNDATION SELECTION TABLE1’-0"30" SHAFT DIAMETER6" OF NON-REINF. CONC.ENCASEMENTTYPE OF POLEANDMAST ARMPOLES W / 15’ TO50’ MAST ARMSFOUNDATION DRILLED REINFORCEMENTTYPE SHAFT STEELDIAMETERVERT SPIRALBARS & PITCH786 30" 8-#9’s #3 AT 9"DRILLEDSHAFTDEPTH12’-0"ANCHOR BOLT-QUANTITY ANDDIMENSION( 4 ) -54" X 6" HOOKANCHORBOLTCIRCLEDIAMETER22"TEMPLATEINSIDE OUTSIDERADIUS RADIUSR1 R2 (MIN.)7"13"NOTES:1.CONCRETE CUTS SHALL NOT BE MORE THAN 1" GREATER THAN THE DIAMETER OFTHE CONDUIT BEING INSTALLED.2. FILL ALL CONDUIT CUTS WITH GROUT.3. ALL WORK ASSOCIATED WITH TYING CONDUIT INTO AN EXISTING FOUNDATIONSHALL BE DONE WITHOUT INTERFERING WITH THE OPERATION OF THE SIGNAL.PEDESTAL POLENO MAST ARM78730"8-#9’s#2 AT 12"5’-0"(4) - 1 " X36" X 4" HOOK12"48"BASE MOUNTED CONTROLLER CABINET FOUNDATION DETAILS(FOR TYPE 170 CABINET)GROUND RODANCHOR BOLTDETAILS FOR ADAPTER PLATE FOR INSTALLATION OF PEDESTALPOLES ON EXISTING 707 FOUNDATIONS I N C H D I A MCONCRETE APRON FORBACK DOOR OF CABINETCENTEROF CONDUIT25"24" 36" 24"TOP VIEWGROUND ROD PROJECTED9 15"CONCRETE APRON FORFRONT DOOR OF CABINET30"CONCRETEWORKAPRONBACKDOOROF CABINETBACKPANEL#6 STRANDEDUNINSULATEDCOPPER GROUNDINGCONDUCTORFRONTDOOROF CABINETINSTALLWATER TIGHTSEALINGCOMPOUNDAROUNDBASE OFCABINETCONCRETEWORKAPRONHEX NUT " T H IADAPTER PLATEF O U R ! I NDRILLED HOLES12 INCHOUTER BOLTFULLY THREADED 5 INCH LONG BOLTSUSED TO SECURE THE TRANSFORMERBASE TO THE ADAPTER PLATENOTES: 1. ALL SURFACES OF THE ADAPTER PLATE SHALL BE COVERED WITH TWO COATS OFTHE GRAY ENAMEL PAINT DESCRIBED IN THE SPECIFICATIONS UNDER PAINTINGOF EXISTING NON-GALVANIZED TRAFFIC SIGNAL STRUCTURES.2. THE EXPOSED PORTION OF EACH EXISTING ANCHOR SHALL BE CUT SO THAT ITEXISTING 707 CONCRETEE X T E N D S O N L Y I N C H F R O M T H EFOUNDATIONOF THE ADAPTER PLATE AS SHOWN AT LEFT.3 . T H E I N C H D I A M E T E R H E A D L E S STO SECURE THE TRANSFORMER BASE TO THE ADAPTER PLATE CAN BE CONSTRUCTEDEXISTING 1 INCH DIAMETER FROM THE ANCHOR BOLTS SUPPLIED WITH THE PEDESTAL STRUCTURES.ANCHOR BOLTS4. WHERE CONDUITS FROM THE EXISTING FOUNDATION REQUIRE AN OPENING IN THEADAPTER PLATE LARGER THAN THE 9 INCH DIAMETER CIRCLE SHOWN, NECESSARYMEASURES (ENLARGEMENT OF THE PLATE OPENING. CUTTING EXCESS CONDUIT EX-TENDING FROM THE FOUNDATION ETC.) SHALL BE TAKEN TO SECURE FREE PASS-FOUR 1-1/8 INCH DIAMETERAGE OF WIRES THROUGH THE ADAPTER PLATE TO THE TRANSFORMER BASE.DRILLED HOLES5. THE ADAPTER PLATE SHALL BE LEVELED & SECURELY TIGHTENED TO THE EXISTINGFOUNDATION PRIOR TO THE INSTALLATION OF THE NEW TRANSFORMER BASE.6. SPRING WASHERS SHALL BE USED BETWEEN THE ADAPTER PLATE AND HEX NUTS ONT H E I N7. ALL WASHERS AND HEX NUTS NECESSARY TO COMPLETE THE INSTALLATION SHALL15 INCHBE PROVIDED BY THE CONTRACTOR.4" ABOVE FOUNDATION6"CIRCLEOUTER BOLT13" MAX.1" ANCHOR BOLTS18" IN LENGTH(COMPLETE WITH4"CIRCLENUTS)6"24" 24"45 018 INCH DIAMETER9 INCH DIAMETEROPENINGADAPTER PLATE4"24"CONDUIT30"FOUNDATIONAPPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATION" 024"GROUNDRODTRAFFIC SIGNAL DETAILSCOPPER CLADSTEEL GROUNDSIDE VIEWROD36"FRONT VIEWNOTE:ALL CONCRETE SHALL BE EITHER CLASS A OR CLASS CAS DEFINED IN THE NORTH CENTRAL TEXAS COUNCIL OFGOVERNMENTS’ "STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION" ITEM 7.4.5DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975008

ONOFFONOFFDETAILS FOR MOUNTING CONDUITS ON POLESWOOD POLESTEEL POLEWEATHERHEADWEATHERHEAD12"MAX.CONTRACTOR IS REQUIRED TO BENDCONDUIT TO CONFORM TO METAL POLE12"MAX.1-1/2" RIGID METALCONDUIT1-1/2" RIGID METALCONDUIT# 2 - 2"WOOD SCREWTWO - HOLE RIGID PIPE STRAPSTAINLESS STEEL SEAL5’5’WOOD POLENOTE: STRAPS SHALL BE INSTALLEDNOTE: STRAPS SHALL BE INSTALLED " X . 0 2 5EVERY 5’ STARTING AT GROUND LEVEL .EVERY 5’ STARTING AT GROUND LEVEL .STEEL STRAPGROUND LEVEL5’5’GROUND LEVEL24"MIN.24"MIN.TO SIGNAL FOUNDATIONOR PULL BOXTO SIGNAL FOUNDATIONOR PULL BOXDETAILS FOR INSTALLING POLE MOUNTED CONTROLLER CABINETMAST ARM POLE/PEDESTAL POLEPOWER SERVICE CONNECTION DETAILSCABINETDOORCABINET MOUNTINGMAINPOWERNEUTRALBRACKETSPOLEMOUNTEDCONTROLLERCABINET1" STAINLESS STEELBAND STRAPS ANDASSOCIATED CLAMPSCONNECT COPPER GROUNDINGCONDUCTOR TO CHASSIS GROUNDTERMINAL ON BACKPANELGALVANIZED 3" O THREADED IRONLUMINAIREPIPE NIPPLE OF SUFFICIENT LENGTHPOWERSUCH THAT THE END OF THE NIPPLE*#6 OR #8 AWG XHHWCABINETEXTENDS 1" INTO THE POLEWEATHERHEAD*(WHITE FOR NEUTRAL)#6 OR #8 AWG XHHWPOWER#6 AWG STRANDED UNINSULATEDCOPPER GROUNDING CONDUCTORGALVANIZED 3" O FEMALE T ADAPTORW / 1 " X & "TO THE BOTTOM OF CABINET1-1/2"RIGID METAL(BLACK FOR POWER)INSTALL WATERTIGHT SEALING COMPOUNDAROUND L.B. OPENING IN POLEGALVANIZED 3" L.B.2CONDUITCABINETLUMINAIRESHOE BASE FOR MAST ARM POLESTRANSFORMER BASENEUTRALNEUTRALPOWER SERVICE METER(SEE DETAIL A)GROUND LEVELCONNECT COPPER CONDUCTORTO GROUND ROD WITH AKEARNEY CLAMPCABINET24"WOOD POLEPOWERLUMINAIREPOWERMINANCHOR BOLTSPACINGBETWEENCONDUITMOUNTINGBRACKETSAPPROX. 5’BREAKER BOX(SEE DETAIL A)10’MIN.**15, 50OR 60AMPBREAKERBREAKER30 AMPBREAKER3’ MINIMUM DEPTHINTO SOIL" OCOPPER CLAD STEELGROUND RODFOUNDATIONCONDUITBOXDETAIL APOWER SERVICE METER WIRING DIAGRAMAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATION*USE #6 AWG WIRE WHEN PROVIDING POWER FOR A BASE-MOUNTED (TYPE 332) CABINET.USE #8 AWG WIRE WHEN PROVIDING POWER FOR ALL OTHER TYPES OF SIGNALDATE:GROUND LEVEL**CONTROLLER AND SCHOOL FLASHER CABINETS.ALL WIRING FOR LUMINAIRES SHALL BE #8 AWG XHHW WIRE.USE A 60 AMP BREAKER FOR POWER CONNECTIONS TO A BASE MOUNTED (TYPE 332)CONTROLLER CABINET. USE A 50 AMP BREAKER FOR POWER CONNECTIONS TO ALLTRAFFIC SIGNAL DETAILS24"OTHER TYPES OF SIGNAL CONTROLLER CABINETS.MIN.USE A 15 AMP BREAKER FOR POWERCONNECTIONS TO SCHOOL FLASHERS.DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONTO SIGNAL BASEOR PULL BOXCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975009

" E "08’-0"LOADING INFORMATION30’-0"MOUNTINGHEIGHT3’-0"6"SEE3.3 FT75 LB26’DOOR FASTENER 0 .38"-16 UNC X 0.63" LONG HEXHEAD SCREW ( 2 REQ’D. )1.38" X 3.00" SLOT FOR 1.25"100501.63" X 10CONCENTRICSLOT( 4 REQ’D. )DETAIL " VI "A325 CONNECTING BOLT0.50"PROVIDED AT POLE TOP"C" HOOK FOR WIRING ANDHANDLING- 0.38" DIA.COMMER-CIAL GRADE HOT ROLLED BARDETAIL "VI" - C- HOOK4.75"1.00"MIN.SEEDETAIL " V "TYPE 2POLEABARM SPANC30’-0" MHDEFGHI16’19’ARMSPAN1520253035DISTANCE FROM POLE TO DEVICE ( FT. )AB14 919 14242934C19 122429DN. A. N. A. N. A. N. A.N. A. N. A.1423N. A.N. A.12EN. A.N. A.N. A.N. A.FN. A.N. A.N. A.N. A.G22222( 4 REQ’D. )1’-2.81"SQUARETOP PLAN15.50" DIA.BOLT CIRCLE( MAX. )12.50" DIA.BOLT CIRCLE( MIN. )TRANSFORMER BASE NOTES:0.50" NUT HOLDERFOR GROUNDINGELEVATION2’ -0"1’-10"SQUARE1’-10" DIA.BOTTOM PLANBOLT CIRCLEALL STRUCTURES ARE DESIGNED TO THE1985 ( 80 MPH ) AASHTO STANDARDSPECIFICATIONS FOR STRUCTURALSUPPORTS FOR SIGNS, LUMINAIRES, ANDJ9’13’40453944343950 49 44262836132029N. A.1223 10N. A.N. A.2221. SIDE PLATES- 0.229"THICK 40 KSI MINIMUM YIELD STRENGTH-COMMERCIAL QUALITY HOTROLLED MILD STEEL.2. TOP PLATE AND BOTTOM PLATE- 1.25". THICK STEEL- 36 KSI MINIMUM YEILD STRENGTH.3. DOOR- 11 GAUGE STEEL WITH APPROXIMATELY 8.00" X 10.50" X 19.50" HIGH OPENING.SEE DETAIL "VI"SEE DETAIL "IV"TRAFFIC SIGNALS.2DEVICE DESCRIPTION PROJ. AREA ( FT )N. A. = NOT APPLICABLEWEIGHT ( LBS. )DETAIL "II " - TRANSFORMER BASE ( FOR 15’ THRU 40’ ARMS ONLY )A SIGNAL 12"-5 SEC WITH BACKPLATES13.3355B & CSIGNREGULATORY 30" X 30"6.2515C & E & F SIGNAL 12"-3 SEC WITH BACKPLATES8.67400.50" NUT HOLDERFOR GROUNDING.19’-0"G SIGN STREET NAME 24" X 96"16.0050GROUNDING FAST-ENERS PROVIDED.TOGROUNDH SIGN REGULATORY 24" X 24"4.00104" X 6.50"HANDHOLEI SIGNAL DUAL-12"-3 SEC WITH BACKPLATES17.3480WITH COVERSTEEL PLATE GUSSET7 GAUGE ( 2 REQ’D. )TYP. BOTHGUSSETS.19ARM SHAFTA4.00".190.50"-13UNC X 1.25"LONG CAP SCREWGALV. ( 2 REQ’D. )0.50" TYPE "A"PLAIN WASHER-GALV.( 2 REQ’D. ).19APOLE SIMPLEXARM SIMPLEXTYPE 1POLESEE DETAILS" I ", "II " &" III "MIN.ASTM ORYIELDCOMPONENT PART PIPE MATERIAL( KS I )TUBE-7&3 GAUGE A595 GR. A 55TUBE-ALL OTHERS A572 GR. 60 60J SIGNAL DUAL- PEDESTRIAN SIGNALDESIGNATION KEY POLE DATA MAST ARM DATA MAST ARM ATTACHMENT DATAPOLESERIESDALDALDALDALDALPOLETYPE11111SIGNALARMSPAN15’20’25’30’35’BASEDIA.11.00"11.00"11.00"13.00"13.00"TOPDIA.8.20"8.20"8.20"10.20"10.20"POLE & MAST ARM SCHEDULELENGTH GAUGE( THK. )20’20’20’20’20’7777FIXEDENDDIA.7 7.00"7.00"7.00"8.00"9.00"FREEENDDIA.4.90"4.20"3.50"3.80"4.10"8.00LENGTH" E " GAUGE PLATESQUARE15’20’25’30’35’7777760" A "15.25"15.25"15.25"16.25"16.25"PLATETHICKNESS" D "1.50"1.50"1.50"1.50"1.50"BOLTLENGTH"B "4.50"4.50"4.50"4.50"4.50"BOLTSPACING" C "12.50"12.50"12.50"13.50"13.50"7 GA. # .253 GA. # .31WALLTHK.BOLTCIRCLE" G "1.50"DIA.HOLESTHICKNESS" H"POLE SHAFTDIA. + 0.06"SQUARE" F "15’ THRU 40’ ARMS45’ & 50’ ARMSDETAIL " I " - POLE BASE.25X 45.63 X .19POLE SHAFTDIA. - 2"1.75"DIA.HOLES1.81"LUMINAIRE ARM ATTACH. A27GR. 65-35 N.A.LUMINAIRE ARM PIPE 2" SCHED. 40 36POLE BASE-7&3 GAUGE A36 36DALDALDALDALDAL1112240’45’50’15’20’13.00"15.00"15.00"11.00"11.00"10.20"12.20"12.20"7.22"7.22"20’20’20’27’27’70.188"0.188"779.00"10.00"11.50"7.00"7.00"3.40"3.70"4.50"4.90"4.20"40’45’50’15’20’7777716.25"18.75"18.75"15.25"15.25"1.50"1.75"1.75"1.50"1.50"4.50"5.00"5.00"4.50"4.50"13.50"16.00"16.00"12.50"12.50"POLESIMPLEX1.00" - 8UNC X " B " LONG HEX HEADBOLT WITH HEX NUTS &LOCKWASHERSSECTION A-ADETAIL " V " - LUMINAIRE ARMATTACHMENTPOLE BASE-ALL OTHERS A572 GR. 42 42ANCHOR BOLTS A36 MOD 55SINGLE ARM ATTACHMENT A3 36SINGLE ARM BOLTS A325 92A123 SHAFTSGALVANIZING N. A.DALDALDALDALDALDAL22222225’30’35’40’45’50’11.00"12.00"12.00"12.00"15.00"15.00"7.22"8.22"8.22"8.22"11.22"11.22"27’27’27’27’27’73330.188"27’ 0.188"7.00"8.00"9.00"9.00"10.00"11.50"3.50"3.80"4.10"3.40"3.70"4.50"25’30’35’40’45’50’77777715.25"16.25"16.25"16.25"18.75"18.75"1.50"1.50"1.50"1.50"1.75"1.75"4.50"4.50"4.50"4.50"5.00"5.00"12.50"13.50"13.50"13.50"16.00"16.00"PLATE" A "" C "" A "" C "ARM SIMPLEX PLATEGUSSET PLATES" D " 0.25" THICK" D "0.25" A "A153 ACCESSORIESTYP.LUMINAIRE ARM BOLTS SAE GR. 5 N.A.TRAFFIC SIGNAL PEDESTRIAN POLE DETAILSDETAIL " IV " - MAST ARM ATTACHMENTA0.50" NUT HOLDERWITH FASTENERSTRAFFIC SIGNAL HEAD IDENTIFICATION CHART MAST ARM"ASTRO-BRACKET"MOUNTING HARDWAREG R Y G R Y G R Y Y G GR Y Y G G PEDESTRIANH1TA H3H3LH5LTSIGNAL HEADSH5LLTREMOVABLE CASTPOLE TOP CAPB13"B9" 9"ALL STRUCTURES ARE DESIGNED TO THE1985 (80 MPH) AASHTO STANDARDSPECIFICATIONS FOR STRUCTURALSUPPORTS FOR SIGNS, LUMINAIRES ANDTRAFFIC SIGNALS.FOR GROUNDING0.191.00"(4)-1.00" HEX HEADBOLTS WITH HEX NUTS,FLAT WASHERS, & LOCKWASHERS54"( 4 ) - 1.50" x 54" x 6" HOOK. ANCHORBOLT ( 60" UNBENT LENGTH;WITH THE THREADED ENDGALV. 12" MIN. EACH BOLT6" FURNISHED WITH 2 HEXNUTS & 2 FLATWASHERS -22" BOLT CIRCLEDETAIL " III" - ANCHOR BOLTSTRANSFORMER" CLAMSHELL"TYPE 3ATYPE 3BBASE0.12RYGGRRYGRYGYGMOUNTINGHARDWARE"L"2DEVICE DESCRIPTION PROJ. AREA (FT ) WEIGHT (LBS)H4LTPEDESTAL ORMAST ARM POLEH4LLTH5RTLOUVER INSTALLEDLOUVER INSTALLEDWITH BLADESWITH BLADESVERTICALHORIZONTALRRRALL PEDESTRIAN SIGNAL HEADS SHALLDISPLAY THE SYMBOLIZED MESSAGESSHOWN ABOVE. PEDESTRIAN HEADSFURNISHED AND INSTALLED BY THECONTRACTOR WILL BE INDICATED ON"H"ABSIGNAL 12"-5 SEC WITH BACKPLATES 13.33 55DUAL PEDESTRIAN SIGNAL8.00 60LOADING INFORMATION10.00" DIA.BOLT CIRCLEPOLE BASEDIA. + 0.06"11.50"SQUARERRYYYTHE PLANS BY THE SYMBOL ( )1.25" DIA. BOLT HOLESRYGRYGYGGRYGGYGGYGGYGDETAIL 112.07"SQUARE0.70"DOOR FASTENER-0.25"-20 UNC x0.50" LONG S.S. SCREW13.00"SQUAREDETAIL 1POLE BASEDETAIL 2V4LTV5LTV3 V3LV4LLT V5LLTV5RT1’-8"++++++NOTES: 1. ALL SIGNAL HEAD LENSES SHALL BE 12" IN DIAMETER, UNLESS OTHERWISE STATED.2. VEHICLE SIGNAL HEADS SHALL BE MOUNTED WITH " ASTRO-BRACKETS" AND APPROPRIATE TUBING.3. PEDESTRIAN SIGNAL HEADS SHALL BE MOUNTED WITH "CLAMSHELL" MOUNTING HARDWARE.12"B.C.10"B.C.20.00"+++12"B.C.10"B.C.4. ALL VISORS SHALL BE TUNNEL VISORS. UNLESS OTHERWISE STATED.5. ALL PEDESTRIAN SIGNAL HEADS AND POLE MOUNTED VEHICLE HEADS SHALL BE INSTALLED ON THEDETAIL 3+++++++(4)-1.00" DIA. ANCHOR BOLTS WITHAWAY FROM TRAFFIC SIDE OF THE PEDESTAL OR MAST ARM POLE.TYPE 3 POLE(2) HEX NUTS AND (2) WASHERSPER BOLT WITH THREADEDEND GALVANIZED AT LEAST 12".36"PEDESTRIAN PUSHBUTTONSIGN DETAILSTOP PLAN0.5"-13 UNC TAPPED0.62"2.00"BOTTOM PLAN4"PUSHBOTTONFORDESCRIPTIONASTMDESIGNATIONMIN.YIELD(KSI)THRU HOLE FOR GROUNDINGTRANSFORMER BASE NOTESELEVATIONDETAIL 3ANCHOR BOLTPOLE TUBEA595 GR.A55DOOR OPENING APPROXIMATELY 8.75" X 9.25" X 13".APPROVEDANCHOR BOLTSA36-MOD.55TOP BOLT HOLES WILL ACCOMODATE MAXIMUM 1.00" DIA. BOLTS.DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONCONNECTING BOLTSA32592(4)-2.75" O.D. X 0.500" THK. HOLDDOWN WASHERS FINISHEDDATE:TO ASTM: B695 CLASS 50 PROVIDED FOR INSTALLATION UNDERALL PEDESTRIAN PUSHBUTTON SIGNSSHALL DISPLAY THE MESSAGE SHOWNABOVE.ANCHOR BOLT HEX NUTS.(4)-2.50" O.D. X 0.375" THK. HOLDDOWN WASHERS FINISHEDTO ASTM: B695 CLASS 50 PROVIDED FOR INSTALLATION UNDERTRAFFIC SIGNAL DETAILSTYPE 3 POLE DATATHE TRANSFORMER BASE TOP PLATE.DESIGNATIONPOLE DATAKEYPOLE POLE HEIGHT BASE TOP LENGTHGAUGESERIES TYPE "H" DIA. DIA. "L"DAL. 3A 15’-0" 5.53" 3.66" 13’-4" 11DAL. 3B 10’-0" 4.96" 3.79" 8’-4" 11MATERIAL SHALL CONFORM TO COMMERCIAL DESIGNATION 356-T6 ALLOY.BASE CONFORMS TO BREAKAWAY CRITERIA OF AASHTO STANDARDSPECIFICATIONS FOR STRUCTURAL SUPPORTS, FOR HIGHWAYSIGNS, LUMINAIRES AND TRAFFIC SIGNALS (1975).DETAIL 2TRANSFORMER BASEDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDRAWNDESIGN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975010

PUSHBOTTONFORPUSHBOTTONFORPUSHBOTTONFORCLCLCLCLCLCLDETAILS FOR MOUNTING SIGNAL AND SIGN HARDWARE ON MAST ARMS1 " DWIRE FEED HOLEMAST ARM (CROSS-SECTION VIEW)"ASTRO-BRACKET" ARMBANDSTRAPNOTE:ALL MAST ARM MOUNTEDSIGNAL HEADS SHALL1’1 " DWIRE FEED HOLEWITH NYLON BRUSHING(TYPICAL FOR ALLSIGNAL HEADS)"ASTRO-BRAC"1B-0105 ORAPPROVEDEQUALSPACINGFOR 15’MAST ARM1’ 5’ 9’HANG DIRECTLY BELOWTHE MAST ARM. ARMS OF2’THE "ASTRO-BRACKET"C LSTREET NAME BLADESIGNALHEAD5" BACKPLATESHALL BE SUSPENDEDVERTICALLY BELOW THEMAST ARM.Y GRVISORC LSIGNAL HEAD MOUNTING DETAILS5" BACKPLATE(TYPICAL FOR ALLSIGNAL HEADS)DAMPENING PLATEMOUNTING DETAILSSPACINGFOR 20’MAST ARMC L1’ 5’ 14’C LREGULATORY SIGNSIGNAL HEAD AND SIGN SPACING FOR15’ AND 20’ MAST ARMSSPACINGFOR 25’MAST ARM1’ 5’ 7’ 12’SPACINGFOR 35’MAST ARM1’ 5’ 6’ 11’ 12’STREET NAME BLADEREGULATORY SIGNREGULATORY SIGNC C C C C C C L L L L L L LSTREET NAME BLADESPACINGFOR 30’MAST ARMSPACINGFOR 40’1’ 5’ 10’14’ MAST ARM 1’ 5’ 8’ 13’ 13’SIGNAL HEAD AND SIGN SPACING FOR25’ AND 30’ MAST ARMSSIGNAL HEAD AND SIGN SPACING FOR35’ AND 40’ MAST ARMS1’ 5’ 11’ 8’ 8’ 12’1.ALL WIRE FEED HOLES SHALL BE DRILLED IN THE FIELD BY THEVENDOR. TORCHING WILL NIT BE PERMITTED. DRILLED HOLESSHALL BE TOUCHED UP WITH ONE COAT OF COLD GALVANIZINGCOMPOUND, ALLOWING ADEQUATE DRYING TIME BEFORE MOUNTINGANY SIGNAL OR SIGN HARDWARE.2. SIGNAL AND SIGN HARDWARE SHALL BE MOUNTED AT THELOCATIONS SHOWN ON THEDIAGRAMS ABOVE UNLESSSTREET NAME BLADEOTHERWISE INSTRUCTED BY THE ENGINEER.C LC LC LC LC L3. IF THE VEHICLE SIGNAL HEAD IS SKEWED WITH REPECTREGULATORY SIGNREGULATORY SIGNTO THE MAST ARM, THE VENDOR MAY BE REQUIRED TOPROVIDE EXTENDED (12") "ASTRO-BRACKET" ARMS SOTHAT THE BACKPLATE CLEARS THE MAST ARM.SIGNAL HEAD AND SIGN SPACING FOR45’ MAST ARM4. 1 " D I A M E T E R H O L E S S H A L LFACE OF NEW GALVANIZED MAST ARMS WHEN MOUNTINGHORIZONTAL SIGNAL HEADS. (WHEN MOUNTING VERTICAL SIGNALHEADS ON THE MAST ARM, THE HOLES SHALL BE DRILLED ONTHE FRONT FACE OF THE ARM.)1’ 5’ 8’ 7’ 6’ 13’ 10’5.NYLON BUSHINGS SHALL BE INSTALLED IN ALL WIRE FEEDHOLES TO PROTECT THE WIRE INSULATION.GENERAL NOTESSTREET NAME BLADEREGULATORY SIGNREGULATORY SIGNSIGNAL HEAD AND SIGN SPACING FOR50’ MAST ARMDETAILS FOR MOUNTING SIGNAL AND SIGN HARDWARE ON POLESMAST ARM OFAPPROPRIATE LENGTHTOP OFPOLE1. ALL HOLES SHALL BE DRILLED IN THE FIELD BY THE VENDOR. TORCHINGWILL NOT BE PERMITTED. DRILLED HOLES SHALL BE TOUCHED UP WITH ONECOAT OF COLD GALVANIZED COMPOUND. ALLOWING ADEQUATE DRYING TIMEBEFORE MOUNTING ANY SIGNAL OR SIGN HARDWARE.2. ALL SIGNAL AND SIGN HARDWARE SHALL BE MOUNTED AT THE DISTANCESSHOWN ON THE DIAGRAMS BELOW UNLESS OTHERWISE INSTRUCTURED BYTHE ENGINEER.3. IF THE DISTANCE BETWEEN THE SIDE MOUNT VEHICLE SIGNAL HEAD AND THEMAST ARM POLE IS NOT SUFFICIENT TO INSTALL A BACK PLATE THECONTRACTOR MAY BE REQUIRED TO PROVIDE EXTENDED (12")"ASTRO-BRACKET" ARMS.REGULATORY SIGN4. A TWO-WAY UNIVERSAL MOUNTING BRACKET SHALL BE USED WHENEVER TWOPEDESTRIAN SIGNAL HEADS ARE TO BE INSTALLED ON THE SAME POLE ANDA ONE-WAY UNIVERSAL MOUNTING BRACKET SHALL BE USED WHENEVER ASINGLE PEDESTRIAN HEAD IS MOUNTED ON A POLE.5.ALL PEDESTRIAN PUSH BUTTON SIGNS SHALL DISPLAY THE MESSAGE SHOWNBELOW. (WITH ARROW POINTING IN APPROPRIATE DIRECTION)5" BACK PLATETOP OF1 " DWIRE FEED HOLE1 " DWIRE FEED HOLEPOLEPUSHBOTTONWITH NYLONBUSHINGRWITH NYLONBUSHINGRFOR1 " DWIRE FEED HOLEWITH NYLONBUSHINGPEDESTRIANPUSH BUTTONAND SIGNASSEMBLY1" DRILLED WIREFEED HOLE(S)YYCLC CL LGG5" BACK PLATE1 " D1 " D20’WIRE FEED HOLEWIRE FEED HOLEWITH NYLONWITH NYLONBUSHINGBUSHINGC C CL LL16’15’PEDESTRIANPEDESTRIANPEDESTRIANHEADHEADHEADASSEMBLYASSEMBLYASSEMBLY13’13’PEDESTRIANPEDESTRIANPUSH BUTTONPUSH BUTTONAND SIGNAND SIGN9’ASSEMBLY9’ASSEMBLY9’C C C L L L1" DRILLED WIRE1" DRILLED WIREFEED HOLE(S)FEED HOLE(S)10’TOP OFPOLEAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:TRAFFIC SIGNAL DETAILSWITH NYLONWITH NYLONWITH NYLONBUSHING(S)4’BUSHING(S)4’BUSHING(S)4’GROUNDLEVELGROUNDLEVELGROUNDLEVELDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONMAST ARM POLE 15’ PEDESTAL POLE 10’ PEDESTAL POLECITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119975011

SAW BLADE(1/4" WIDE)LOOP DETECTOR INSTALLATION DETAILS#14 AWG XHHW WIRE2" SAW CUT1"MINIMUM SEALANTLOOP DETECTOR SPLICING DETAILS2-SECTION LATERAL LOOP DETECTOR PAD2-SECTION LONGITUDINAL LOOP DETECTORTYPICALSAW CUT2"NO MORE THAN 4 #14AWG XHHWWIRES SHALL BE PLACEDIN ONE SAW CUT.FRONTSECTIONFOUNDATIONOR PULLBOXDETECTORHARNESS20’ FRONTSECTIONFOUNDATION OR PULLBOXDETECTORHARNESS1/4"EXPANSION JOINT SAG JOINTTYPE 1 LOOPWHEN INDIVIDUAL LATERAL LOOP SECTIONSARE TIED TOGETHER ON THE SAME DETECTOR1. INSTALLATION OF LOOP DETECTORS IS TO BE MADE INTHE SHORTEST TIME PRACTICAL (NOT TO EXCEED4 HOURS MAX) AND SCHEDULED DURING OFF PEAKBACKSECTIONPARALLELCONNECTIONCONTROLLERCABINET20’ BACKSECTIONCONTROLLERCABINET1’-0"(TYPICAL FORALL CORNERS)60^TYPE 2 LOOP60^6’6’6’60^NOMINAL NOMINALHARNESS TO FORM A DETECTOR PAD. THESPACING BETWEEN INDIVIDUAL LOOP SECTIONSSHALL BE AS SHOWN BELOW.10’10’HOURS TO MINIMIZE DELAY TO TRAFFIC.2. SAW CUTS ARE TO BE MADE WITH A CONCRETESAW , FORMING STRAIGHT LINES WITH LOOSEMATERIAL REMOVED. THE CUT SHALL BECLEAN AND DRY WHEN THE SEALING COMPOUNDIS PLACED. WHEN A SAWCUT CROSSESA TRANVERSE EXPANSION JOINT, LOWER THEDEPTH BY 2" WHEN THE SAW IS CENTEREDOVER THE EXPANSION JOINT.3. WIRING OF TYPE 1, 2 AND 4 LOOPS ONLY --LOOPS SMALLER THAN 6’ X 20’ SHALLHAVE 3 TURNS OF #14 AWG XHHW WIRE.POWERHEADS OF TYPE 2 AND TYPE 4 LOOPSSHALL HAVE 2 ADDITIONAL TURNS.3-SECTION LATERAL LOOP DETECTOR PADFOUNDATIONFRONTOR PULLBOXSECTIONCONTROLLERCABINETMIDDLEDETECTORSECTIONHARNESSBACKSECTIONSERIESCONNECTION50’ BACK 20’ FRONTSECTION SECTIONLEGEND2-SECTION LEFT TURN QUADRAPLOLELOOP DETECTOR PAD (EC-DC OPERATION)FOUNDATIONOR PULLBOXDETECTORHARNESSDETECTORHARNESSCONTROLLERCABINET4. WIRING OF TYPE 3 LOOPS ONLY --QUADRAPOLE LOOPS 6’X20’ & SMALLER SHALL#14 AWG XHHW LOOP WIRE2 CONDUCTOR SHIELDED CABLETYPE 3 LOOPHAVE 2 TURNS (2-4-2) OF #14 XHHW WIRE.QUADRAPOLE LOOPS WITH NOMINAL LENGTHSWATERTIGHT SOLDERED CONNECTION OF #14 AWG XHHWWIRE AND 2 CONDUCTOR SHIELDED CABLEOVER 20’ SHALL HAVE 1 TURN (1-2-1) OF1’-0"60^TYPE 4 LOOP45^ CUT TO PREVENTWIRE DAMAGE (APPROX. 2’)6’6’6’60^NOMINAL NOMINALLONGITUDINAL EC-DC TYPE QUADRAPOLE LEFTTURN LOOP DETECTOR PADS SHALL HAVE A 10’SPACING BETWEEN INDIVIDUAL LOOP SECTIONS10’#14 AWG XHHW WIRE.5. SEALANT SHALL NOT EXTEND MORE THAN 1 1/2"ON EITHER SIDE OF SAW CUT. CONTRACTOR SHALL BEREQUIRED TO REMOVE EXCESS SEALANT BEFORE LOOP WILLBE CONSIDERED COMPLETE.DETAILS OF SMALL PULL BOXTOP VIEWTRAFFICSIGNALPULL BOXPULL BOX INSTALLATION DETAILSDETAILS OF LARGE PULL BOXTOP VIEW3" (TYPICAL)6" (TYPICAL)3" (TYPICAL)TRAFFIC SIGNAL4" THICKPULL BOX(TYPICAL FOR(12"X12"X12")CONCRETE(13"X24"X12")ALL CORNERS)PADNOTE: ALL OF THE ABOVE LOOP TYPES HAVE VARIABLE LENGTHSNO. 3 REBAR(TYPICAL)NO. 3GROUNDGROUNDNO. 3REBARPULL BOX LIDLEVELLEVELPULL BOX LIDREBARPULLPULLBOXBOXLOOP DETECTOR RUN DETAILS(12"X12"X12")(13"X24"X12")OVERHEAD DETECTOR RUN DETAIL12" MIN2" MINSTEEL POLESTRAIN WIREDETECTOR RUN INTO PULL BOX DETAILCONDUITWOOD POLE" X 1 4COARSE COMPACTED ROCKCOARSE COMPACTED ROCK(DETERMINED BY THE ENGINEER)VARIABLE DISTANCEWEATHERHEADSTEEL OR WOODPOLE2 CONDUCTORSHEILDED CABLE1 1/2" RIGIDMETAL CONDUITSPACING BETWEEN CONDUITMOUNTINGBRACKETS APPROX. 5’4"X4"X4"SPLICE CAN2 CONDUCTORSHIELDED CABLE2" CONDUIT1" RIGID METAL CONDUITGROUND LEVEL PULL BOX24"MIN.SEAL HOLE WITH WATERPROOFCAULK OR SEALANTSAW OUT#14 AWG DETECTORLOOP LEAD - IN WIRED R I L L 1THROUGH CURB18"MIN.MINIMUM DEPTH OF 18"NOTE:ALL CONCRETE SHALL BE EITHER CLASS A OR CLASS CAS DEFINED IN THE NORTH CENTRAL TEXAS COUNCIL OFGOVERMENTS’ "STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION" ITEM 7.4.5.MINIMUM DEPTH OF 18"APPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:TRAFFIC SIGNAL DETAILSGROUND LEVEL18"#14 AWGXHHW WIREFROM LOOP DETECTORNOTE:COARSE COMPACTED ROCKSOLDER ALL CONNECTIONS AND SEAL THEMWITH A WATERTIGHT WRAPPINGDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.1" RIGID METAL CONDUITAPRILC.O.D. A.B.&A. 251D 119975012

1-3/4"1-3/4"+-10" MIN.12" MIN.2"1’-6" MAX.8’-4" MAX.3 " O . D . X " W AA10" MIN.TYPICAL EXPANSION SPLICE5" MIN.REQUIRED ONLY AT BRIDGEEXPANSION JOINT.WALL THICKNESSGENERAL CONSTRUCTION NOTES:END CAPS4 - 1 / 2 " O . D . X‘ " POSTCONCRETE PARAPETSLAB CONSTRUCTION JOINTON OPENING10" + - 1’-0"1’-10" + -1’-6"2’-1-1/2"4’-0" + -1"RAIL DIAMETER1. RAIL POSTS SHALL BE CAST ALUMIMUM ALLOY, A356-T6,PERMANENT MOLD. MAXIMUM ALLOWABLE POST SPACINGSHALL BE 8’-4" C-C.2. ALL SQUARE EDGES OF POST CASTINGS SHALL BE GROUND,S A N D E D , B U F F E D O R C A SALL GATES, RISERS AND SEAMS SHALL BE GROUND, SANDEDAND BUFFED TO A SMOOTH, FLUSH FINISH.3. ALL POSTS SHALL BE INSTALLED NORMAL TO THE FINISHEDCONCRETE CURBELEVATION - TYPICAL BRIDGE RAILINGS C A L E : "A7-1/2"END CAP DETAILNO SCALE1"DRIVE FIT " A LG R A D E A N D S H A L L B E S E ADUROMETER NEOPRENE RUBBER PAD.4. CLAMP BAR BOLTS & WASHERS SHALL BE STAINLESS STEEL," X 1 " A S P E R A S T M A - 3 0 2CONFORMING TO GORDON’S SPECIALTIES INC. "S.S.T.R." BOLTS, OR EQUAL.5. RAILS AND SPLICE TUBES SHALL BE EXTRUDED ALUMINUMPIPE ALLOY, 6061-T6 AS PER ASTM B-221-71 AND SHALLBE FURNISHED IN THE MILL FINISH.6. ALL OPEN ENDS OF RAIL MEMBERS SHALL BE CAPPED-SEEEND CAP DETAIL.C7. POST, RAILS, & FASTENERS SHALL CONFORM TO GORDON’S SPECIALTIES INC.ALUMINUM COMBINATION RAIL CA 2-1 OR EQUAL. ( SEE NOTE 4. )BEND TO .437 R.1.125 R.3" O.D. ALUMINUMPEDESTRIAN RAILE1-1/2"6"1-1/2" 1-1/2"1-1/2"3 " O . D .ALUMINUM TUBEC L.375.0625 REF.7-1/2" 7-1/2"8. SECTIONS OF RAIL TUBING SHALL BE ATTACHED TO A MINIMUMOF THREE POSTS WHEREVER PRACTICAL.1.50 R9. A RAIL SPLICE IS REQUIRED AT EACH BRIDGE EXPANSION3.05"CLAMP BAR0.437 R4 PLACES2.625TAN.1.3125 R. REF..2502-5/8"JOINT. THE GAP AT RAIL SPLICES SHALL BE A MINIMUM OFONE INCH OR EQUAL TO BRIDGE EXPANSION JOINT GAP PLUS I N C H . W I T H T H R E E1 0 . P O S T A N C H O R B O L T S S H A L L B " H E A V Y H E X H E A D N U T &1-1/4".5001.75 RE1.625SECTION C-C15" MIN.CBOLTS, NUTS AND WASHERS GALVANIZED AS PER ASTM A-153.11. RAIL MEMBERS SHALL BE INSTALLED PARALLEL TO THE FINISHEDPARAPET WALL GRADE & SHALL BE FABRICATED TO FOLLOW THECURVATURE OF THE ROADWAY. THIS DESIGN DOES NOT LENDITSELF TO RADIUSING. SUBSTITUTION OF STANDARD ROUND TUBES1 ’ -7.125" XS.S. BOLTW / WASH.( 4 REQD. )ALUMINUM POST4-1/2" O.D.ALUMINUMIMPACT RAIL7.06212"F4 - 1 / 2 " O .ALUMINUM TUBE1.00REFCL.375DWITH TOGGLE BOLT MOUNTING, OR CHORDING OF RAILS & PARAPETWALLS IS REQUIRED ON BRIDGES WITH LESS THAN 250’ RADIUS.12. AFTER TIGHTENING ANCHOR BOLTS WILL BE " SHOT " WITH A STEELPIN, PROVIDING COMPLETE PENETRATION OF THE NUT ANDIMBEDMENT INTO THE ANCHOR BOLT. PIN IS TO CONFORM TO HILTIPIN NO. ENK 16 S 12 OR EQUAL. RECOMMENDED GUN IS HILTI DX 450.2.25R3.000DIA.3.750DIA.3-3/4"DIA.CLAMP BAR8.0311.75 R10"F.43710-1/2" 10-1/2"2-1/2"5.125CORE 4 HOLES @TO 1" @ BOTTOM " N ESEAT2.875SECTION D-D21" MIN.DSPLICE TUBE DETAILS3.000REF. DIA.2.750 + .030- .125 + .020- " A N C HSEE DETAIL9-1/2" " C1-3/4" 1-3/4" 1"3-1/2"7"12"1’-6" " N E O P9"7"3-1/2"3-1/2"B1-3/4 1-3/46"3" 3"B1-3/4" 1-3/4" 1-3/4" 1-3/4"3-1/2"3" MAX.7"1" MIN. 7" MIN.15" MIN.3" MAX.10" 10" MIN.1" MIN.NO SCALE3"1.706 + .030 -C LSYM.1.592.125.656 + .010.331-1.375C LTOL..656 + .000-15’-6"SIDEWALK1-1/4"3-1/2"1-1/4"SECTION B-B4-1/2".1251.342.025 +-SECTION E-E.1256"" N3"21" MIN.7-1/2" CURBUSUALSPLICE CONNECTION DETAILSSCALE: 3" = 1’-0"4.500 REF. DIA.1SECTION A-A2-1/2"THD.2-1/2"THD2-1/2"THD3.876 + .030 DIA.- .312 + .020 -C L1CLAMP BAR DETAILSCALE: 3" = 1’-0"12"3-1/2"12"12"1’-1-1/4"2.969 .0301.9381.031SYM.1.718.188 .188APPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONSTANDARD DETAIL FORALUMINUM BRIDGE2"THD.ANCHOR BOLT DETAILS.656TOL.+ .000-.656+ .010-RAILING DETAILSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASSCALE: 3" = 1’-0"1.342DESIGN DRAWN DATE FILE NO. PAGE NO.SECTION F-FAPRILC.O.D. A.B.&A. 251D 119979001

1" PVC ELECTRICALCONDUIT, IF REQ’D. " P RIRRIGATIONEXPANSIONMATERIALMIN. SIZES:LINE(1" MAX.)BUBBLER9 GA. GALV. STEELCHAIN LINK FENCINGHEIGHT AS SPECIFIED6’-0" MAX.LINE POSTS-2" O.D. GALVANIZED STEEL PIPEWEIGHING 2.72 LB./FT.T E R M I N A L P O S T S - 2STEEL PIPE WEIGHING 3.65 LB./FT.T O P R A I L - 1 " O . D . GWEIGHING 2.27 LB./FT.MAX. SPACING BETWEEN POSTS = 10’-0"SYMMETRICAL ABOUT LC OF TRACKSC LTREE BALL6" PERFORATED PVC10’-0" 8’-0"AAINSIDE TREE WELL7 GA. TENSIONWIRETOP OF CURB5’-0"NOTE:GRATES WILL BE SECURELYANCHORED TO SEATS TOPREVENT MOVEMENT.WELDING WILL NOT BEPERMITTED.2" LAYER OFGRATES ASSPECIFIEDC L E A R 32’-6"3’-0"FOR CNR.OR TERMINALPOST11" 0 HOLEFILL POST HOLE WITH CONCRETEPAVEMENTGUTTERT.C.GRADERAILROAD HEADER6"4" SLEEVE FORIRRIGATION LINEPEA GRAVEL ON PLANSBUBBLER HEAD12" 12"6"WELDCHAIN LINK FENCECURB DETAIL AT RAILROAD91/2"1 /4"/FT SLOPE"D"DETAIL "D"#5 BAR1" PVC ELECTRIC CONDUITNOTE:10’-0"DIMENSIONS SHOWN ARE1’-6" 3’-7"#4 BARS12" O.C.BOTHWAYS4"NORMAL AND MAY VARYTO FIT EXISTING CON-DITIONS.PLANTING MIXTURE ASSPECIFIED3" SHARP WASHED SANDCRUSHED ROCK OR WASHEDG R A V E L S6"6 GA. GALV. STEELCHAIN LINK FENCING6" 36" USUAL6’-0" MAX.EXIST. DRAINVARIESSIDEWALKC4" SIDEWALK4" 0 PIPE26"6"6’-8"6" PVC PIPE (PIPE THROUGH TREEWELL IS TO BE PERFORATED WITHANY PIPE BETWEEN WELLS TO BESOLID)1’-0"MIN.PIPE SLEEVEHEADWALLFILL WITHJOINT COMPOUND8" MIN.4" 0 BLACK STEEL PIPE, LESSERSTRENGTH PIPE OF AN APPROVEDC8"3"TYPE MAY BE USED UNDER SIDEWALKWHEN ENCASED IN CONCRETE.C-CSECTION A-AREINFORCED CONCRETETREE WELLSGUARD FENCE FOR CULVERTS & WALLSP O S T S - 2 " O . D . S T E E L P IRAILINGS-2" O.D. STEEL PIPE WEIGHING 2.72 LB./FT.ALL POSTS AND FITTINGS TO BE GALVANIZEDCURB DRAIN-TYPE 2 " X 8 "CHECKERED STEEL COVER PLATE1" 6"1"TOP OF CURB " T H R EWITH STOP NUTTACK WELDED TOCHAIN. " G A L V A N I Z E D S TFOR ASPHALT PAVEMENT ON CONC. BASE,TREAT THE SURFACE AS DETAILEDBELOW FOR STREET HEADER.ALL WORK BETWEEN HEADERS TO BE DONEBY OTHERS UNLESS OTHERWISE SPECIFIED3" " X 3 " X 3WELDED TO PLATE NEAREACH CORNER3’-0" 2’-10"1" DRILLED HOLE 1" DRILLED HOLE7" POSTTREINF. CONC. PAVEMENTPVMT. BARS TO BE BENTDOWN INTO HEADER#3 BARSHEADER AND PVMT.TO BE MONOLITHIC2"2’-0"R O U N D E D TPVMT. PAY LINESYMMETRICAL ABOUT CL.6"4" 4"4"GUTTER LINE9" 5’-0"FRONT ELEVATION AT CURB FACEWOOD GUARD POSTRAILROAD HEADERPROPERTYCURB DRAIN-TYPE 1WOOD POSTS MUST BE TREATED WITHVARIESLINEPRESERVATIVE TO MEET AMERICAN WOODPRESERVERS ASSOCIATION STANDARDSPECIFICATIONS.NO PAINT NECESSARY " C1 " D R I L L E DBLOWN CLEAN & COATED WITHAPPROVED EPOXY RESIN)10" 12"EXPANSION JOINT FILLERPAVEMENT PAY LINE2"3:1 MAX.3"ASPH. SURF.3"VERTICAL FACEEXIST. PVMT.PROP. PVMT.PAY LINE FORSTREET HEADERFUTUREPVMT.8"CONC.BASETFUTUREPVMT.8"CONC.PVMT.TEXISTINGGROUNDVARIES9" MAX.APPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATION1" SMOOTH DOWEL x 1’-10"AT 2’-0" SPACING (COATWITH APPROVED EPOXYRESIN BEFORE INSERTIONINTO HOLE.)9"9"2"49"2"4#3 BARS ON 24" CTRS.15"6"SIDEWALKCURBDATE:MISCELLANEOUS DETAILS16"STREET HEADERWITH DOWEL16"PAVEMENT BARS TO BE BENT DOWN INTO HEADER.HEADER AND PAVEMENT TO BE MONOLITHICSTREET HEADER16"DETAIL FOR ITEM 320SIDEWALK CURBMISCELLANEOUSCONSTRUCTION ITEMSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119979002

"11"""INDICATED ON THE PLANS, THE GUARD RAIL SHALL BE LOCATED A MINIMUM OF ONE FOOT FROM THE1 "/2 121 1" " " "4 /4 4 / 42 2POST BOLT SLOT3 /4"X 2 1 / 2"11/8"1’-0"C LPOSTDIRECTION11/8"OF TRAFFICPOST CONNECTIONSTEEL POSTPLANTHIS RAIL SECTION IS TO BE TWISTEDSLOTTED HOLESC L POSTEND SECTIONGUARD RAILPAY ITEM 601DIRECTION OF TRAFFICTHROUGH 90^ IN THE FIELD.APPROACH SECTION THIS RAIL SECTION IS TO BE TWISTED29 " 1 "/32 X 1 /8RAIL SPLICEDOMED OR 10^ BEVELED(NO PAY)PAY ITEM 6176’-3" 6’-3" 6’-3" 6’-3"**25’-0"11/4"11/4"OVAL SHOULDERBUTTON HEAD5 /82" + -LAP IN DIRECTION OF TRAFFIC*** NOTE: VARIATIONS IN POST SPACING AND/OR THE USE OFSPACER BLOCKS OR SHIMS, MAY BE REQUIRED BYELEVATIONGROUND LINEAPPROACH TERMINALANCHOR POST**NOTE: THIS DIMENSION MEASURED TO CENTER OF3"ANCHOR OR SPLICE BOLT 5/ NUT8POST BOLT: SIMILAR EXCEPT LENGTH.(7/ " 8HEX BOLTS REQUIRED FOR SPECIAL END SHOE)C POSTLPOST CONNECTIONWOOD POSTTHE ENGINEER, IN ORDER TO ACCOMMODATE THESPLICE WHEN SPECIAL END SHOE IS USEDWOOD POST MAY BE DOMED,REQUIRED RAIL CONNECTION TO STRUCTURES.OR BEVELEDNOTE: ACTUAL SECTION MAY BESLIGHTLY DIFFERENT DEPENDING6’-3"A MAXIMUM OFEIGHT POSTS ADJACENTTO THE STRUCTURE SHALLBE SPACED AT 3’-1 1/2"***POINT OF RAIL CONNECTIONTO STRUCTUREC L SLOTTED HOLES29 "1/ X 1" /8321 1 / 16"10^23/ 8"15 "/16 RR1"12C L1/17 /3215"/16"5""/ 3 1 9/ /16 416"4SYM AB’TRNEUTRAL AXISUPON THE MANUFACTURER.3/ " 16/ "4/ 16 33TOLERANCE6 1 / 4"13’-61/2"6’-3"6’-3"PERMISSIBLE SQUARE PUNCHINGGUIDE HOLE, 5"MAX. / 84 1 / 4"6 1 / 4"4 1 / 4"3"/ X 2 1 "/ 4 2SLOTS29 "1 "/32 X 1 /16SLOTS6-1/8" 6-1/8"12-1/4"GENERAL NOTES1 EXCEPT WHERE USED AT STRUCTURES THAT ARE NARROWER THAN CROWN WIDTH OR WHERE OTHERWISESHOULDER EDGE ON EXISTING ROADWAYS AND A MINIMUM OF TWO FEET FROM THE SHOULDER EDGE ONNEW CONSTRUCTION. THE EXACT POSITION SHALL BE AS SHOWN ELSEWHERE ON THE PLANS OR ASDIRECTED BY THE ENGINEER. RAIL SHALL BE TRANSITIONED TO A SMOOTH CONNECTION WITH OTHERSTRUCTURE OR RAIL AS SHOWN ELSEWHERE ON PLANS.2. AT THE OPTION OF THE CONTRACTOR THE RAIL ELEMENTS FOR THE GUARD FENCE MAY BE FURNISHEDI N E I T H E R 1 2 O R 2 5 N O M I N A L L E N G T H S .SLOTS FOR 5/ 8" DIAMETER BOLT CONNECTION TO POSTS.3. BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND THE FULL THICKNESS OF THE NUTAND NO MORE THAN 3/ 4" BEYOND IT.POST TREATMENT AT STRUCTURESSECTION THRU RAIL ELEMENTELEVATION OF NOMINAL 121/2 FOOTGUARD RAILNEUTRAL AXIS4. THE TOP OF THE TERMINAL ANCHOR POST ASSEMBLY AND ALL STEEL FITTINGS THEREON SHALL BEGALVANIZED AS SHOWN.5. WHERE ROCK IS ENCOUNTERED OR WHERE SHOWN ON THE PLANS , THE DIAMETER OF THE HOLES ANDTHE MATERIAL FOR BACKFILLING SHALL BE AS DIRECTED BY THE ENGINEER, TIMBER POST SHALL1’-0" MIN. (EXISTING)2’-0" MIN. (NEW CONSTRUCTION)SHOULDER EDGE 7" MIN. DIA. POSTSDOMED,ORSHOULDER EDGE6"3/4"1/4"126 1 / 8"61 /8"2 "6 1 / 4"4 1 "/4C LPOST BOLT SLOT12 GA STEEL27-1/2" + -12-1/2" LAP21 1 "/ +-410"3-3/8"END TERMINAL SECTION - 12 GAUGEC LRAILNEUTRALAXIS3 3 / 8"3" 4 1 / 4"4 1 "/ 42’-6"3"+ -2-1/2" X 3/4" POST BOLT SLOT4" 4" 2"31 " 1 "/ 2 3 / 2+ -1 /4"1’-01/4"NOT BE SET IN CONCRETE.6. THE TERMINAL ANCHOR POST SHALL BE SET IN 3000 PSI CONCRETE . CONCRETE SHALL BE SUBSIDIARYTO THE BID ITEM "METAL BEAM GUARD FENCE".7. TIMBER POST MAY BE BEVELED AT APPROXIMATELY 10 DEGREES ON THE TOP OR BOTH ENDS WITHHIGH SIDE OF TOP OF POST PLACED TOWARD THE ROADWAY OR THEY MAY BE DOMED.8. AN ANCHOR OTHER THAN TO A TERMINAL ANCHOR POST SHALL CONSIST OF A CONNECTION SIMILAR TOTHE RAIL SPLICE OR SIMILAR TO THE SPECIAL END SHOE.9. SPECIAL FABRICATION WILL BE REQUIRED IN INSTALLATIONS HAVING A CURVATURE OF LESS THAN150’ RADIUS.10. WOOD POST MUST BE TREATED IN MANNER APPROVED BY THE ENGINEER.5’-9" POST (MIN.)5’-6" POST (MIN.)NOTE:3’-2" (MIN)2’-4"3"7"1"21"1’-0"WOOD LINE POST10^ BEVELEDONE 5 /8"WITH 1 3 "/4WASHER,7"/8HOLE IN POST(MIN.)EDGE OFCROWNBOLTWHEN UNDISTURBED SOLID ROCK IS ENCOUNTEREDTHE MINIMUM DEPTH OF THE HOLE SHALL BE 1’-6".ODO5’-6" POST (MIN.)3’-2" (MIN.)2’-4"7"21"1’-0"STEEL LINE POST45^5 / 8" BOLT WASHER AND HEX NUT,3/4"O (SEE NOTE3 /4"OPTIONAL)X 1EDGE OF CROWNNOTE:1 / 2"SQUARE LAP SPLICEPOSTS MAY BE USEDIN LIEU OF BEVELEDPOSTS.6"X4" WF 8.5 LB/LFX5’6" LONG3000 PSICONCRETESLOTTED HOLEHOLES IN POST9" + -GROUND LINE70^8WF17NOTE: GALVANIZE UPPER 15" OF ANCHOR POST6 1 / 2"5’-0"(MIN)AND ANCHOR ASSEMBLY2"- +3 SPA @ 4 1 / 4"18" 18"4"13/4"2" + -DETAIL OF TERMINAL ANCHOR POST2122"132" X 4" X 3 / 168 5 "/ X 2"81 /4/ HOLES16"36"X6"X / " X 1’-45 /164NOTE:3000 PSI CONCRETEPROVIDE 4 ADDITIONAL SHOP ORFIELD DRILLED HOLES IN END OFGUARD FENCE FOR ATTACHMENTTO TERMINAL ANCHOR POST.RAIL MEMBERS MAY BE BOLTEDTO ANGLE AT TERMINAL ANCHORAND THE TWO ASSEMBLIESPOSITIONED TO PROPERWASHER ON EACH BOLTSPLICE BOLTS REQUIREDALIGNMENT PRIOR TO PLACINGCONCRETE AROUND 8WF17 POSTS.C L 3"X 29/ 32" SLOTSEIGHT 5/ 8" SPLICE BOLTS REQANGLE BENTTO 70^C LBEAMELEMENTSPECIAL END SHOE DETAILC L3000 PSICONCRETERAILFIN GR2’-6"10"1 1 / 2"5" 5"1" DIA HOLESFOUR 7 / 8" ANCHOR BOLTS WITHNUTS AND WASHERS REQUIRED.4" 4" 4"1 1 / 2"1’-1 1/ 2"PLAN ANCHOR1224" SECTION OF 8WF 17FACE OF BEAM APPROXON C OF BLOCKL24"7" 1 1 21 1 21" 15"3 /16ELEV: ANCHOR & END BLOCKOPTIONAL TERMINAL ANCHOR POSTPROCEDURE11. THE SPECIAL END SHOE ANCHOR MAY BE USED WITH THE 18" X 5’-0" CONCRETE FOOTING OR THE ANGLEANCHOR MAY BE USED WITH THE 2’-6" SQUARE OR EQUIVALENT FOOTING.12. ALL RAIL SECTIONS WILL BE 12 GAUGE STEEL UNLESS STATED OTHERWISE ON PLANS.P L A T E D I M E N S I O N S A2’-6" SQUARE OR EQUIVALENTROUND HOLEGALVANIZE UPPER 15" OF ANCHORPOST AND ANCHOR ASSEMBLY1 LOCATE AND EXCAVATEFOR ANCHOR BLOCK2 BOLT SHOE & ANCHORTO END OF RAIL3 TWIST RAIL END 90^ &STAKE TO GROUND4 PLACE CONCRETEAPPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONMISCELLANEOUS DETAILSMETAL BEAM GUARD FENCEDETAILS -GF(TD)-74DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119979003

CBIKE PATH6’ W6’MIN.MIN.EXISTING PROPERTY LINELENGTH AS DIMENSIONED ON PLANSALTERNATE ALIGNMENT20’ MIN.NOTE:SLOPES WILL VARYFOR SKEWED GUTTERS4’(USUAL)20’BOTH WAYS1 "’/"4 / 1 1’/ 4 / 1EXISTING WALKREMOVE AND REPLACEWALKDE6" LIME STABILIZEDBASE6"1’7’(USUAL)1’8’USUALWC L R1’"NO. 3 BARS 24" O.C.ASPH. CONC.ASPH. CONC.4624" REINF. CONC.P.T.P.C.VALLEY GUTTER DETAILCREMOVE EXISTING CONC PVMTOR SEP. CURB AND GUTTERC L RE DBIKE PATH RAMP AT PAVED STREET(NO WALK ABUTTING CURB)1’5/ 8"LIP7’USUAL1"/FT. SLOPE34’USUAL/ 4" /FT. MAX SLOPEALTERNATE ALIGNMENT50’100’200’300’2.50’2.25’2.00’1.75’25.37’29.07’34.58’38.04’6^18’5^20’4^03’3^27’4"1 / 2" NON-EXTRUDED PRE-FORMEDEXPANSION MATERIALNO. 3 BARS1SECOND POUR1"/ 4" R2 1 /21 / 4" RTHIS HALF OF DOWEL TOBE COATED WITH ASPHALT1 1 "/2FIRST POUR4 1 / " METAL SLEEVE23"2’-6"WADDED PAPER OR OTHERDRY COMPRESSIBLE SUBSTANCEREMOVE AND REPLACEBIKE PATH1"/1’ MAX. SLOPE6’ W6’MIN.MIN.SAWCUT6" REINF. CONC.DRIVE 457SECTION C-C4" REINF. CONC.BIKE PATH 354OR2" ASPHALTIC CONC.W/NON WOVEN FABRIC504 517 518TRAIL WIDENING DETAILFOR >10^NO WIDENING NESESSARYWHERE : < 10^R > 700’400’ 1.50500’ 1.25’600’ 1.00’700’ 1.00’39.97’40.60’39.99’42.42’2^52’2^22’1^55’1^50’NO. 6-24 SMOOTH ROUNDBAR 24" O.C. MAX.EXPANSION JOINT DETAIL5’(USUAL)7’(USUAL)BACK-OF-CURB(FOR CONCRETE VALLEY GUTTERS)EXISTINGWALKSAWCUTBUILD RAMPBUILD VARIABLEHEIGHT CURBREMOVE ANDREPLACE PAVEMENT3"W=8’ USUAL1 /4 " /FT. SLOPEEXISTING GROUND LINENOTE:3:1 MAX SLOPEVERTICAL SAW-CUTLENGTH OF WALK REMOVAL ANDREPLACEMENT EACH SIDE OF RAMPHOT POURED RUBBERWILL DEPEND ON GRADE OF STREET4"2"1"JOINT SEALING COMPOUND6’ W6’MIN.MIN.5 /8"NO. 3 BARS-24"O.C. MAXIMUM4" REINF.CONC. BIKE TRAIL 3544"NO 3 BARSSAWED DUMMY JOINT(SPACED 15’ CENTERLINE MEASURE)EXIST GUTTER GRADESLOPE WALKTO RAMP6" REINF. CONC. RAMP VARIABLE HEIGHT CURB(1"/1’ MAX. SLOPE)SECTION AT BACK OF CURBBIKE PATH RAMP AT PAVED STREET(WALK ABUTTING CURB)6"BICYCLE TRAILTYPICAL CONCRETE SECTION2" FINE GRADED ASPHALTIC CONCRETEMINIMUM ASPHALT 60% OR SUFFICIENTEXISTING GROUND LINETO PRODUCE MAX 1% AIR VOIDS(SEE SPECIAL PROVISIONS)W = 8’ USUALNOTE:USE A RAMSET 4160 MARK II,EXISTING GROUND4" MIN1 /4 " / FT. SLOPE3:1 MAX SLOPELOW VELOCITY, PISTON DRIVENTOOL OR EQUAL WITH A RAMSET32CW, 22 CALIBER CRIMPED LOADOR EQUAL.2" 2"AS SPECIFIED IN THE PLANS6"9"NO 3 BARS1/ 4 -20 " THREADED RODPROPOSED WALK WIDENING4" REINF. CONC.355 AND/OR 6183:1 MAX SLOPEFABRIC OVERLAP(REV. 12-20-78)6"6" 2"6" LIME STABILIZED BASENON-WOVEN REINFORCING FABRICPETROMAT BY PHILLIPS FIBERS CORP2 1/ 4"X 1 / 4 " -20 THREADEDSTUD RAMSET #1654 W OREQUAL SPACED 5’-0.C. MAX355 AND/OR 618"1/ 4 X 1/"4HEX STRAIGHT THROUGHCOUPLING RAMSET #1220 OR EQUAL, FOR TYING TO EXISTING WALK, WILL BE PAID FORPER LINEAR FOOT MEASURED LONGITUDINALLY WITH THE WALK,AND WILL INCLUDE ALL MATERIAL SHOWN COMPLETE IN PLACE.CONSTRUCTION PROCEDURES: **1. PREPARE LIME STABILIZED BASE25#/S.Y. (5% ) USUAL.+ -2. SHOOT PRIME COAT 0.10 GAL./S.Y.RC-70. ALLOW TO CURE.* 3. APPLY 0.25 GAL./S.Y. AC-10 BINDER.BICYCLE TRAILTYPICAL ASPHALT SECTIONOR APPROVED EQUALAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:4. IMMEDIATELY SPREAD FABRIC ANDBROOM OR ROLL INTO ASPHALTMISCELLANEOUS DETAILSDETAIL AT WIDENED WALK*5. LAY 2" LIFT OF ASPH. CONC. IN ONE APPLICATIONIMMEDIATELY IF POSSIBLE. (SEE SPECIAL PROVISION)BICYCLE PATHS6. QUANTITIES OF ASPHALT AND LIME MAY BE VARIED ASDIRECTED BY THE ENGINEER AT TIME OF CONSTRUCTION.DEPARTMENT OF PUBLIC WORKS & TRANSPORTATION* CATONIC EMULSION CRS-2 MAY BE USED, BUT FABRIC CAN NOT BELAID UNTIL EMULSION CURES. QUANTITY MUST BE ADJUSTED TOPROVIDE SUFFICIENT RESIDUAL ASPHALT TO SATURATE THEREINFORCING FABRIC.CITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.* *ASPHALT MAY VARY ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.APRILC.O.D. A.B.&A. 251D 119979004

....REINFORCED CONCRETE SIDEWALK " D O W E L E X P A N S I O NJOINT FILLER EVERY 117’ ( MAX. ) AND AT ALLRADII POINTS5’-6" + 5’-6" + 5’-6" +--A#3 BARS (LENGTH VARIES)LIMITS OF3"3"OBSTACLE-BMARKS5’-6"BSIDEWALK1’ MIN(W > 3’)PLANA#3 BARS (LENGTH VARIES)REINFORCING DETAIL AT WATER METERS IN SIDEWALKWVARIES3" MIN(W < 3’)WALK TO ABUT CURB1THIS SIDEWALK DESIGN IS APPROVED BYTHE PARK DEPARTMENT FOR USE ALONGCITY PARK PROPERTY.5’-6"FINISH TO BE LIGHT BRUSHOR SWEAT FINISH#3 BARS 24" O.C. MAXIMUM "BOTH WAYS& &4"4 "1A - ATYPICAL SECTIONNOTES:1. APPROVED WELDED WIRE FABRIC IN SHEETS.MAY BE USED IN LIEU OF DEFORMEDREINFORCING BARS.2. THE WIRE FABRIC SHALL BE SUPPORTED BYAPPROVED BAR CHAIRS ON 36" CENTERS.3. THE SIZE OF THE WIRE FABRIC SHALL BE12 X 12-W4 X W4 WITH A NOMINALDIAMETER OF 0.225 INCHES AND A NOMINALWEIGHT OF 0.136 LBS./LIN. FT.THIS HALF OF DOWEL TO BE COATED# 3 BARS 24 " O.C. MAXIMUMWITH ASPHALTBOTH WAYS3"1&&4 " M E T1 " " N O N - E X T R U D E D PNO EXPANSION2 ’MATERIALWADDED PAPER OR OTHER DRYCOMPRESSIBLE SUBSTANCEB-B#6 X 24" SMOOTH ROUNDSEE JOINT DETAIL FOR SIDEWALK ADJACENTBAR 24" O. C. MAXIMUM EXPANSION JOINT DETAILTO CURB ON THIS PAGE.S L O P E W A L K3*USE EDGER-BOTH SIDES-SEAL1 " / FJOINT WITH EZ-7 MEDIUM VISCOSITYCOLD POUR JOINT SEALANT OR EQUAL.4" THICK NON-REINFORCEDPLCONC. WALK.5’-0"VARIESMATERIALP.C. 5’CONC. WALKR=10’CURBP.R.C.R=10’VARIES VARIESVARIESWVARIESBACK OF WALKNOTES:1. IF "W" > 3’ NO WIDENING NECESSARYEXCEPT POSSIBLY TO OBTAIN MINIMUMDISTANCE OF 1’ TO EDGE OF SIDEWALK.2. SAME WIDENING PLAN WILL BE USEDFOR WALK NOT ABUTTING CURB.4’P.T.P.C.1" MIN.#3 BARS36" MIN. LENGTHOBSTRUCTIONP.R.C.R=10’R=10’5’P.T.VARIES VARIESXY=1’ X= 6.24’Y=2’ X= 8.72’Y=3’ X= 10.54’Y=4’ X= 12.00’Y=5’ X= 13.23’CONC. WALKYVARIESSIDEWALK WIDENING REQUIRED4"AROUND OBSTACLES IN SIDEWALK6"MIN.2"18"1"12"8"6"1’-0"31EXPANSION MATERIAL MUST BE PLACED ADJACENTTHE BUILDING, STRUCTURE, WALL OR POLE WHENSIDEWALK IS POURED ADJACENT THESE ITEMS.31MINIMUM LIMITS FOR SUBGRADE STABILIZATION4"* CHEMPLEX FLOWSEAL 2400 SEALANTAVAILABLE LOCALLY AT ISC ENTER-PROP. 4" THICKNONREINFORCED CONC. WALK.P LJOINT DETAIL FOR SIDEWALKADJACENT TO CURBSAME DETAIL (LUG) FOR MEDIAN PAVEMENT-USE PREMOLDED EXPANSION JOINT8"12"PRISES, ( 817 ) 654-1985.NOTES:1. ALL HONEYCOMB IN BACK OF CURB TO BE TROWEL- PLASTERED BEFORE POURING SIDEWALKEXIST. CONC. CURB5’-0" VARIES4"2. LUG MAY BE FORMED BY SHAPING SUBGRADE TO APPROXIMATE DIMENSIONS SHOWN.3. FOR SIDEWALKS AGAINST EXISTING CURB, KEYWAY SHALL BE REPLACED WITH 6" LONG9"3#3 BARS DRILLED 4" INTO EXISTING BACK CURB AND EPOXY GROUTED ON 24" CENTERS.4. PAYMENT FOR KEYWAY SUBSIDIARY TO SIDEWALK LUG PAY ITEM.5. PAYMENT FOR EXCAVATION, BORROW, SUBGRADE STABILIZATION, AND COMPACTION IS4" 2"8"1SUBSIDIARY TO CONCRETE SIDEWALK PAY ITEM.6. LIME STABLIIZATION OR SELECT BORROW MATERIAL FOR SUBGRADE IS REQUIRED WHENSOIL P.I. IS GREATER THAN 18. LIMITS OF SUBGRADE STABILIZATION ARE MINIMUMREQUIRED.6"MIN.ALL NOTES AND DETAILS FOR S. W. AGAINSTPROP. CONC. CURB APPLY.7. BACKFILL FOR SIDEWALK SUBGRADE SHALL BE LIME STABILIZED SOIL OR SELECTBORROW MATERIAL HAVING A P.I. NOT LESS THAN 10 NOR GREATER THAN 18.4"8. SIDEWALK BACKFILL AND SUBGRADE SHALL BE COMPACTED IN LIFTS NOT TO EXCEED8"BARRIER FREE RAMPS AT LEAD WALKSPAY LINE AND EXPANSION MATERIALUSUAL LOCATION AT PROPERTY LINE.4"-2000 P.S.I.NON-REINF. CONC.WALK6 INCHES TO 95% OF ASTM D698 DENSITY WITH A MOISTURE WITHIN -2% TO -4%OF OPTIMUN MOISTURE.9 . " E X P A N S I O N J O I N T S S H A L L B E P R O V IMAXIMUM 40 FOOT SPACING IN LINE WITH STREET SAW JOINTS; A TOOL MARKED GROOVESHALL BE PROVIDED IN LIME WITH INTERMEDIATE STREET SAW JOINTS.PAY LINE AND EXPANSION MATERIALFOR TIE TO EXISTING CURBS, DELETEKEYWAY AND DRILL & EPOXY GROUT6" LONG NO. 3 BARS ON 24" CENTERS.SIDEWALKS AGAINST EXIST. CONC. CURBSEE PAGE 2001 FOR DETAIL OFSIDEWALK ADJACENT TO INLET.PAY LINE AND EXPANSION MATERIAL4’ USUAL4"NON-REINF. CONC. WALKPLPLSLOPE DOWN TO MATCH RAMPPAY LINE AND EXPANSION MATERIAL " E X P A N S I O N J5’-0"SLOPE DOWN TO MATCH RAMP4"REINF. CONC. WALK4" NON-REINF. CONC. WALK5’ USUAL5’-0"VARIABLE HEIGHT CURBNOT A SEPARATE PAY ITEMAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:NONREINFORCED CONCRETE SIDEWALK6" INTEGRAL STREET CURBROUNDED END OF CURB4’ USUAL6’ USUAL6" CURBMISCELLANEOUS DETAILSSIDEWALK WITH PARKWAY "VARIABLE HEIGHTCURBNO EXPANSION MATERIALREINFORCED SIDEWALKS ANDNOTES:SIDEWALK ABUTTING CURBBARRIER FREE RAMPS1. NO SLOPE TO EXCEED 1" PER 1’2. ACTUAL LOCATIONS OF RAMP LIMITS WILL BEDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONDETERMINED BY SLOPE OF RAMP AND GRADEOF STREET.CITY OF DALLAS, TEXAS3. WALK REINFORCEMENT WILL BE #3 BARSSPACED 24" O.C. MAX. BOTH WAYS OR 6 GA.DESIGN DRAWN DATE FILE NO. PAGE NO.6" X 6" WIRE MESH.4. BROOM OR RAKE FINISH NEEDED.APRILC.O.D. A.B.&A. 251D 119979005

CROSSWALK(RAMP ONLY) -- RED COLORED PAVERSPER ADA SECTION 4.29.2(RAMP ONLY) -- RED COLORED PAVERSPER ADA SECTION 4.29.25’ 4’ 5’TOP OF4"CROSSWALK6’ MIN.4’1" / FOOTVARIABLE HEIGHT4" MIN. REINF.CONC. WALKCURB 6" TO 0"2’ MINE6’ MIN.VARIABLE HEIGHT2%CURB 0" TO 6"4’ MIN.1:102%1" / FOOTMAX.1:203’-4"MAX.1:12MAX.3’5’-3"1:102%MAX.MIN.ESOD4’1:20MAX.2%5’-3"2MIN.2%SOD4" CONC. BANDNO EXPANSION MATERIALCONCRETE WALK " P REXPANSIONMATERIAL5’PAY LIMIT FOR ITEM 618PROPERTY LINEDH4"4"6"1:12MAX.4"EBARRIER FREE RAMP(STRAIGHT CURB)N.T.S.E5’ 4’ 5’HDFACE OF CURBSIDEWALKOPTIONAL6" CURBSECTION D-DN.T.S.4"CURB6"PAVERSI N T E R L O C K I N G1" SANDSLOPE 1:12(MAX.)4"SECTION H-HN.T.S.1" SAND BEDDING " P REXPANSIONMATERIALPROPERTYLINENOTE:PAVERS WILL HAVE DETECTABLE WARNING THAT CONSISTSOF RAISED TRUNCATED DOMES WITH A DIAMETER OF 0.9IN. (23MM). A HEIGHT OF NOMINAL 0.2 IN. (5MM) AND12’ USUAL1" SAND BEDDING4" 3000 PSI CONC.W/NO. 3REBAR AT 18" O.C.E.W.STREETCOMPACTED SUBGRADE TO 90% STANDARDPROCTOR,ASTM D6985’A CENTER-TO-CENTER SPACING OF NOMINAL 2.35 IN.(60MM) AND SHALL BE RED IN COLOR.(NO SEPARATE PAY ITEM FOR PAVERS)SECTION E-EBARRIER FREE RAMP DETAILPLN.T.S.AT INTERSECTING STREET(WALK ABUTTING CURB)N.T.S.2% MAX.2%14% MAX.MAX.2% MAX.4’ WALK 2’4’6’ MINCROSSWALKVARIABLE HEIGHTCURB 6" TO 0"1" / FOOT(RAMP ONLY) -- RED COLORED PAVERSPER ADA SECTION 4.29.2STREET6" CONC CURB5’ MIN.42’ MINIMUM ALLEY TURNOUTALLEY TURNOUT DETAIL(WALK AWAY FROM CURB)N.T.S.5’ MIN.PL12’ USUAL14% MAX.CROSSWALK6’ MINVARIABLE HEIGHTCURB 6" TO 0"1" / FOOTE4’ MIN.1:12MAX.2%SOD4" CONC. BAND1:20MAXMAX. 2%SLOPE " P REXPANSIONMATERIALPAY LIMIT FOR ITEM 618CONCRETE WALK4’2% MAX.5’ MIN2% MAX.42’ MINIMUM ALLEY TURNOUT5’ MIN.2% MAX.5’ WALK2’ MINSOD3’-4" E1:20MAXMAX.24" MIN. REINFORCEDCONCRETE WALKPROPERTY LINENOTES:ALLEY TURNOUT DETAIL(WALK ABUTTING CURB)N.T.S.2% SLOPESTREET " P REXPANSIONMATERIALPROPERTY LINEBARRIER FREE RAMP DETAILAT INTERSECTING STREET(WALK AWAY FROM CURB)N.T.S.NOTE:PAVERS WILL HAVE DETECTABLE WARNING THAT CONSISTSOF RAISED TRUNCATED DOMES WITH A DIAMETER OF 0.9IN. (23MM). A HEIGHT OF NOMINAL 0.2 IN. (5MM) ANDA CENTER-TO-CENTER SPACING OF NOMINAL 2.35 IN.(60MM) AND SHALL BE RED IN COLOR.1. SIDEWALK LUGS, KEYWAYS AND SUBGRADE STABILIZATION SHALL BE REQUIRED WITH ALLBARRIER FREE RAMPS AGAINST STREET CURBS. SEE PAGE 9005 FOR DETAIL SHOWINGSIDEWALK LUG DIMENSIONS.2. DESIGNS SHOWN ARE FOR 6" CURBS. DIMENSIONS MUST BE INCREASED PROPORTIONATELYFOR CURBS WITH HEIGHT GREATER THAN 6".3. STREETS ON STEEP GRADE WILL REQUIRE LONGER TRANSITION ON UPGRADE SIDE.4. LOCATION OF BARRIER FREE RAMP MAY BE SHIFTED TO CLEAR OBSTRUCTIONS.APPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:MISCELLANEOUS DETAILSBARRIER FREE RAMPSPAVING DETAILS4’(NO SEPARATE PAY ITEM FOR PAVERS)5. IN CBD AREA, MARKING PATTERN ON EXISTING SIDEWALK SHALL BE FOLLOWED ONNEW SIDEWALK EXCEPT THRU THE RAMP AREA OR UNLESS OTHERWISE SPECIFIEDDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASON THE PLANS.DRAWNDESIGN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A.1997251D 1 9006

5’-0" 5’-0"6’-0"7" VARIESBARS "Y"BAR "Z"2" CLEAR2" CLEAR2" CLEAR8"BARS "S" & "T"2" CLEARBAR "S"1 1/4" NOM. DIA. STD.BLACK PIPE WITHWELDED JOINTSSLEEVE FILLED WITHJOINT COMPOUND8" 1’-11" 1’-6"QUANTITIES FOR CONC.STEPS-4 FEET WIDE.SLOPE TO MEETEXISTING WALKNO. 3 BARS ON 18"CTRS BOTH WAYS12" VARIES VARIES12"6"LEAD WALK6"SIDEWALK4’-8"1’-3"1’-6"STEPS12CONCRETEC.Y.0.300.472" CLEAR8"SECTION B-B TYPE 1HANDRAIL FOR STEPS3 0.64QUANTITIES OF CONCRETEINCREASE BY 0.17 CU. YDS.SECTION4’-0" 8" 4’-0" 8"PAINT ACCORDING TO SECTION S-8FOR EACH ADDITIONAL STEPOF GENERAL SPECIFICATIONSBARS "V" NO. 3ON 12" CTRS.WALKEXPANSIONJOINTB2" CLEARBARS "Y" NO. 3ON 13" CTRS.EXPANSIONJOINTBARS "X" NO. 3ON 12" CTRS.(BENT)2" CLEARBARS "W" NO. 3ON 12" CTRS.(BENT)WALL(BENT)2" CLEARBAR "T"NO. 32" CLEARCCBAR "R" NO. 3BAR "R"B2" CLEARBARS "Z"BAR "T" NO. 32" CLEAR8" 4’-0" VARIES MATCH EXISTINGLEAD WALKEXPANSION JOINTBARS "F" NO. 3 ON12" CTRS.A2" CLEAREXPANSION JOINT4’-0" 8"WALKBAR "E"WALLBAR "C"2" CLEARPLAN - TYPE 22" CLEARBARS "A"BARS "B"A2" CLEAR4’-0" 8"8"8" VARIES 8"SLOPE TO MEETEXISTING WALKNO. 3 BARS5" RTYPE 3 STEPSWITH BUTTRESS WALLS12" VARIES VARIES6"6"LEADWALKSIDEWALK1/2" PREMOLDEDJOINT FILLER12"LEAD WALKSIDEWALKPLAN - TYPE 1STEPS3456CONCRETEC.Y.*1.191.421.671.93STEELLBS.*41.4550.0159.0068.182" CLEARSECTION8"STEPS4CONCRETEC.Y.3.58STEELLBS.138.037892.202.482.7978.8789.74100.802" PREMOLDEDJOINT FILLER53.99161.57103.09112.42674.545.11174.99188.75*QUANTITIES INCLUDE WALK895.706.32210.37225.75PORTION BETWEEN EXPANSIONJOINTS.106.96236.17VARIESLEADWALKSIDEWALKBARS "V"8"VARIES2" CLEARSHAPE OF GUTTER WALLBARS "T"BARS "W"1 NO. BAR "E"-OUTSIDE(BENT)VARIES 12"BARS "D" NO. 3 ON 18"CTRS. OUTSIDE ONLY 12"2’-0"2" CLEARMAX.BARS "Z" NO. 3 ON12" CTRS. (BENT)2" CLEAR6"8"12"1’-4" 4’-0"6’-0"SECTION C-CTYPE 1 STEPSPARALLEL TO STREET8"2" CLEARVARIES5’-0" MAX.8"INCHES12 0FEET9SCALE107" 5’-0" MAX.VARIESBARS "B" NO. 3 ON12" CTRS. (BENT)2" CLEAR4’-0"2" CLEAR BARS "F"5’-4"6"2" CLEARSECTION A-ATYPE 2 STEPSPERPENDICULAR TO STREET8"1 NO. 3 BAR "C"-INSIDE (U BEND)BARS "A" NO. 3 ON12" CTRS. (BENT)GENERAL NOTES1. CONCRETE FOR STEPS TO BE CLASS A CONCRETE.2. BARS SHALL CONFORM TO SECTION 2.2.6 OF THENCTCOG SPECIFICATIONS.3. BAR LAPS SHALL BE 30 DIAMETERS.4. ALL EXPOSED SURFACES EXCEPT STEP TREADSAND WALK SHALL RECEIVE A RUBBED FINISH.5. STEP TREADS AND WALK SHALL RECEIVE ANON-SKID WOOD FLOAT FINISH.6. STEP EDGES SHALL BE ROUNDED TO 3/8" DIAMETER.7. THE HEIGHT OF RISE OF THE BOTTOM STEP MAYBE LESS THAN 7 1/2".8. WIDTH OF TREAD AND/OR DEPTH OF RISE OF ALLPLANTYPE 4 STEPSWITHOUT BUTTRESS WALLSAPPROVEDDATE:DIRECTOR OF PUBLIC WORKS & TRANSPORTATIONMISCELLANEOUS DETAILSSTEPS AND HANDRAILWALL HEIGHT GREATER THAN 5 FT.REQUIRES SPECIAL ANALYSISSTEPS MAY BE MODIFIED IF SO INDICATED ON THEPLANS.FOR STEPS9. EXPANSION JOINTS SHALL BE COMPOSED OF 1/2"DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONPREMOLDED JOINT FILLER.10. QUANTITIES ARE BASED ON STEPS HAVING 6"CITY OF DALLAS, TEXASRISERS, 12" TREADS AND LEAD WALKS 4’ WIDE.DESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119979007

VARIABLE0’-8" TO 1’-2"V#5FIXED OBJECT4"REINFORCEMENT POSITION WITHRESPECT TO THE OUTSIDE SURFACEFOR TYPE 3 BARRIER IS THE SAMEAS SHOWN FOR CMB TYPE 2, EXCEPTAS DETAILED ON SECTION B-B.OUTSIDE FACE DIMENSIONS AND SLOPESFOR TYPE 3 ARE THE SAME AS FOR TYPE 1.BAR T (#4) @ 12" " O G A L V A N I Z E2"411212"BAR T #4LENGTH 8’-0" USUAL & MAX.SPACING. MAY BE FIELD BENT.1" ACP OR EQUIVALENTLATERAL SUPPORT1"EXTRA BARS AS REQUIRED TOHOLD GALVANIZED BARS.822" 4" 4" 2"STANDARD SECT.FENCE SPAN BETWEEN END POSTSTO BE DETERMINED BY LIGHT POLESPACING AS SHOWN ELSEWHERE IN PLANS2 " O N O M . D I A " E Y E B O LWITH SHOULDER WASHERAND LOCK WASHER#5’S X 6’3 ’TENSION BAND1’-6" 1’-6"LIGHT POLE 1C LBARS (Y )#41 FOR DETAILS OF LIGHT POLE INSTALLATIONSEE PG. #9009END POST CAP " X " P SL6" 5" 5" 4" 4"6" 6" 6" 6" 6" 6" 6"BARS S (#4) BARS S (#4)1 1CLBARS J(#4)5’-0"3"2’-6"3"PULL POSTPAYMENT LENGTH FOR TYPE 3 CONCRETE MEDIAN BARRIERCHAIN LINK FABRIC1" MESH #9 GAGEKNUCKLE TOP & BOTTOMTENSION WIRE (#7 GAGE COIL SPRINGWIRE W FABRIC TIES @ 14’ C/C) FABRICTIES #9 GAGE (GALV.)& " - 7 S T R A NPULL CABLEBARS V1 " L IWITH CAP MAX C/C12’-6"M A L L E A B LSTANDARD FLOOR FLANGE(GALV.) TO BE FASTENED TOCONC. IN MANNER SATISFACTORYTO ENGINEER. FLANGE OFFSETFROM C L OF BARRIER SO FACEOF LINE POST IS ALIGNEDWITH FENCE.3’ 9 GAGE TIES PER LINE POST4"10"1’-7"3"2"26" 6"1 ’ 1 ’2 ’TYPICAL SECTION TYPE 2(ROADWAY BARRIER)STANDARD SECTION (TYPE 2)2"1"R1210"R212BARS V (#5)1222’-9"BASE MATERIALDIMENSIONS SHALL BE ADJUSTEDACP 1"+ OR EQUIVALENTWHEN 1" ACP IS NOT USEDLATERAL SUPPORTFOR LATERAL SUPPORT THESEACCORDINGLY.BE "HAND FINISHED" CLASS CONCRETE.* CONCRETE MEDIAN BARRIER WALL SHALL(TYPE 2)VARIABLE LENGTH-WIDTH TRANSITION @ 501VARIABLEVARIABLE LENGTH-WIDTH TRANSITION @ 50112’-6"AFIXED OBJECTSBCOARSE AGGREGATE BACKFILL (UNCOMPACTED)A12’-6" TRANSITION TO STANDARD1" R " P U N C6"ABATYPE 3 BARRIER PLAN" S T E E L B OFLAT & LOCK WASHER,HEX NUTPULL CABLE SHACKLE DETAILCAP TO BE GALVANIZEDMALLEABLE IRONTYPE APROVED BYENGINEER " D R I L16"1C MEDIAN BARRIERL " O " O1 3" 3"12 " O NPOST @ 5.79#/L.F.GALV. ASSEMBLYAFTER WELDINGATTACH PULL-CABLESHACKLE TO ANGLE ONEND POST ONLY1 " S T A NFLANGE PLAN2"1IN PLATE3’-0"212’-2"12L 3 " X 3 1 " N O M .POST X 2.72 #/FT.& CAP ELEVATIONBARS S 1 (#4) " X " S T& " X 1 " C A R R IVARIABLE " X 1 " F LSTRETCHER BAND2 ’ - 3 "1 " O W E E P H O6SECTION A-ATYPE 3 BARRIERSIDE TO BE CONSTRUCTED ATLOCATION TO BE DESIGNATED BYTHE ENGINEER.1 ’ - VARIABLE 1 ’ -31"" O x 0ANCHOR BOLTSW/ HEX. NUTS &LOCK WASHERS2 " N O M . S T E E L PDETAILS OF STRETCHER BARS & BAND6" MIN.2" SECTION B-B4" 4" 2"TYPE 3 BARRIERELEVATION END & PULL POST6"O P E N J O I N T 1NO. 2 SPIRALCMB TY 2HOOPING, ONE FLATTURN, TOP & BOTTOM1’-0"1’-7"#5 BARS X 6"CENTERED ATPOLEBARS Y2"2’-9"4" 10"3"TYPICAL SECTION ROADWAY BARRIER(CAST IN PLACE) AT LIGHT POLE10’RV BARS #5FINISHED SURFACEOF ROADWAYANCHOR ORTERMINAL ELEVATIONCUNLESS SHOWN 1’-6" O OTHERWISE DRILLED SHAFT IN THE FOUNDATION PLANS. x 4’-0"C5’-0"BEGIN BRIDGESECTION1’-6" DIA6-#6SEC. C-CC MEDIANLBARRIER221’-5"1’-5"1’- 6" DIA.2" 6"PITCH 2"4’-0" USUAL6 #6 BARSFIELD BEND AS REQ’DTO CLEAR INSIDE OFMEDIAN BARRIERREINFORCEMENT.APPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:MISCELLANEOUS DETAILSCONCRETE MEDIANBARRIER DETAILSDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASBARS Y 1 (#4)TYPICAL ANCHOR OR TERMINAL SECTIONDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119979008

PHOTOELECTRIC CONTROL6’-0"LIGHT FIXTUREAS SPECIFIED2118"AAREMOVABLETOPA1’A1’2’-6" OBOLT CIRCLE ASSPECIFIED ON PLANS2" SCHEDULE 40 PIPEA2’-0" OASTREET LIGHTCONDUIT26"TWO BOLTARM ATTACHMENT2"4" THICK MEDIAN PVM’T.12"22"24"BARE #6COPPER GROUNDWIRE2" MIN3" MIN18"MIN13"MOUNTING HEIGHT AS SPECIFIEDLIME STABILIZED BASEITEM 680STREET LIGHTCONDUITSECTION A-A6"1’-6"APPROX18"18"RSANDSTREET LIGHTCONDUITFLUSH MOUNTED PULL BOX DETAILITEM 68830"FOUR CONNECTING BOLTSSHOULD ACCOMODATE 11"BOLT CIRCLE OF POLE BASESTREET LIGHTCONDUIT18"MINSTREET LIGHT CONDUIT INSTALLATION DETAIL13"PLATE4-1"x40" GALVANIZEDIRON ANCHOR BOLTSTO BE PROTECTED3-#4 STIRRUPS5’-0"PRIOR TO INSTALLATIONINSTALL CONDUIT ADJACENT TO NORTH CURB OF MEDIANOF STANDARDS BY T.U.ON STREETS THAT RUN EAST AND WEST.4-#5 BARSINSTALL CONDUIT ADJACENT TO THE WEST CURB OF MEDIANON STREETS THAT RUN NORTH AND SOUTH.20"CONTRACTOR TO FURNISH BOLT2 "4’-0" LONGCIRCLE TEMPLATE, ANCHOR BOLTS,2"PVC, GROUNDING PLATE, ANDPULL STRING.EQUAL TO POLE DIA AT BASEH A N D H O L EWITH REINFORCEDFRAME AND COVERSTREET LIGHT FIXTURESI N S T A L L W E ACONDUIT AND CONDUCTORSTO HEIGHT SPECIFIED BYT.U. CO.FUSED SAFETY SWITCH INNEMA 3R ENCLOSURE.INSTALL SWITCH APPROX. 10’ABOVE GRADE. (SIZE FUSE ANDSWITCH AS SPECIFIED)3" MIN24"16"20 GAUGE COPPER PLATE7 TRANSFORMER BASE DETAIL3000 P.S.I. REINFORCED CONCRETE FOUNDATIONTRANSFORMER BASE SHALL BE MOUNTED ONFOUNDATION WITH A 15" DIA. BOLT CIRCLE.FOUNDATION FOR STREET LIGHT ONLY OR FORCOMBINATION STREET LIGHT AND TRAFFIC SIGNALSEE DETAIL FOR ANCHOR BOLT CIRCLE REQUIREMENTS.682 6813"684683GROUND LUG191111"715"1STREET LIGHT DETAILNO SCALETO OTHER LIGHTSON POLE1 " R I G I D M E T ATO 24" BELOW GRADE (INSTALL11" O BOLT CIRCLE-USEDWHENEVER POLE IS15" O BOLT CIRCLE-USEDSINGLE OR DOUBLE STREET LIGHT WITH 150 WATT HPSFIXTURE(S) AND 32.5 NOMINAL MOUNTING HEIGHTLUMINAIRE SHALL BE GENERAL ELECTRIC M-250RCAT. NO. C760N545, OR EQUAL. PHOTOELECTRIC CONTROLSIZE WIRE &CONDUIT ASCONDUIT ON T.U. POLE ASSPECIFIED.)1 3 " B O L TWHENEVER STANDARD ISMOUNTED DIRECTLY ONFOUNDATION.1 7 " B O L TWHENEVER TRANSFORMER BASEIS MOUNTED DIRECTLY ONFOUNDATION.MOUNTED DIRECTLY ONFOUNDATION.WHENEVER TRANSFORMER BASEIS MOUNTED ON FOUNDATION.SHALL BE INCLUDED.SPECIFIEDGROUND WIRE INFOUNDATION" O x 8 ’FOR 40’ STANDARDFOR 30’ STANDARDPOLE SHALL BE UNION METAL DESIGN 1400A, CAT.NO. H-296-82 OR EQUAL. POLES FOR SINGLE LIGHTSSHOULD BE ORDERED WITH DOUBLE MOUNTINGANCHOR BOLT CIRCLE REQUIREMENTSAPPROVEDATTACHMENTS. (ALLOWS FOR FUTURE INSTALLATIONOF ADDITIONAL ARM AND FIXTURE.)TYPICAL DOUBLE STREETLIGHT RISER DETAILTYPICAL SERVICE RISER DETAILDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:MISCELLANEOUS DETAILSINSULATED CONDUCTOR USED FORTHE HOT LEG SHALL BE SUITABLE FORONLY RIGID METAL CONDUIT SHALL BE USED ABOVEGRADE.STREET LIGHTEQUIPMENT DETAILSDIRECT BURIAL.A BARE CONDUCTOR MAY BE USED FORTHE NEUTRAL.CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FORSERVICE WITH T.U. CO.DEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119979009

R - 3076 R - 3065NEENAH FOUNDRY CO. HEAT NO.NEENAH FOUNDRY CO. HEAT NO.1FLOWFLOWFLOWFLOW17"12 3 3 3 2 11"11"128-SPACES @ 3"3"R5^17 - S P A C5^60^60^375^1"311"36" 6"6" 6"31"MATERIAL - CAST GRAY IRONASTM A-48-83 CLASS 35BNO PAINT1SEE SHEET 20102FOR FRAME DETAILAPPROVEDDIRECTOR OF PUBLIC WORKS & TRANSPORTATIONDATE:R-3076 & R-3065TYPE "L" GRATESMISC. DETAILSVANE TYPECAST IRON GRATEDEPARTMENT OF PUBLIC WORKS & TRANSPORTATIONCITY OF DALLAS, TEXASDESIGN DRAWN DATE FILE NO. PAGE NO.APRILC.O.D. A.B.&A. 251D 119979010