5 (1.52 m) max. setback. Lower landing. Ramp side flare. Depressed curb and. gutter. Flush with top of (150) roadway curb and top of sidewalk

Transcription

1 Sidewalk widh 5 (.5 m) ypical, 4 (. m) Sidewalk widh 5 (.5 m) ypical, 4 (. m) Side Lower landing 5 (.5 m) max. seback (.83 m) side flare :0 max. Lower 5 (.5 m) max. seback (.83 m) landing Side and side flare side flare and :0 max. and (.83 m), 5 (4.57 m) max. (lengh no less han 5 -" beween ramps preferred) rosswalk marking (yp.) RMPS IN LNSPE RE SETK < 5 : max. Lower landing and See ETIL :0 max. :0 max. and marking (yp.) (.83 m) RMPS IN PVE RE SETK < 5, 5 (4.57 m) max. : max. rosswalk and See ETIL GENERL NOTES SETION - no required for ramp slopes SETION - no required for ramp slopes flaer han :0. ll slope raios are expressed as unis of verical displacemen o unis of horizonal displacemen Where :50 maximum slope is shown, :4 is PSSE January, 03 ENGINEER OF POLIY N PROEURES PPROVE January, 03 ISSUE --97 flaer han :0. ETIL (3) Expansion join Flush wih op of (50) roadway and op of sidewalk (50) R hickness SIE UR ETIL TE Widened crosswalk markings o (.83 m) inside dimension. Rev. Gen. Noes. ompleely revised and renamed sandard. See Sandard 000 for deails of depressed adjacen o ramp. ll dimensions are in inches (millimeers) unless oherwise shown. PERPENIULR UR RMPS FOR SIEWLKS STNR (Shee of ) ENGINEER OF ESIGN N ENVIRONMENT

2 side flare Seback greaer han 5 (.5 m) :0 max. Sidewalk widh 5 (.5 m) ypical, 4 (. m) Lower landing Side (.83 m) Sidewalk widh 5 (.5 m) ypical, 4 (. m) Lower landing Seback greaer han 5 (.5 m) (.83 m) and rosswalk :0 max. marking (yp.) and rosswalk marking (yp.) RMP IN LNSPE RE SETK > 5 side flare RMP IN PVE RE SETK > 5, 5 (4.57 m) max. Lower landing 4 (. m) and : max. See ETIL SETION - no required for ramp slopes flaer han :0. PSSE January, 03 ENGINEER OF POLIY N PROEURES PPROVE January, 03 ENGINEER OF ESIGN N ENVIRONMENT ISSUE --97 PERPENIULR UR RMPS FOR SIEWLKS STNR (Shee of )

3 Sidewalk widh 5 (.5 m) ypical, 4 (. m) 5 x5 (.5x.5 m) ypical, 4 x4 (.x. m) 5 x5 (.5x.5 m) ypical, 4 x4 rosswalk marking (yp.) widh 5 (.5 m) ypical, 4 (. m) Side rosswalk marking (yp.) and lear maneuvering area 4 x4 (.x. m) 4 (0) widh 5 (.5 m) ypical, 4 (. m) side flare 4 (0) side flare :0 max. :0 max. (.x. m) and 4 (0) lear maneuvering area 4 x4 (.x. m) 4 (0) 4 (0) 4 (0) RMP IN LNSPE RE RMP IN PVE RE (50) Flush wih op of roadway and op of sidewalk, 5 (4.57 m) max. and GENERL NOTES This Sandard shall only be used for radii of 0 f. (. m) or greaer. Where :50 maximum slope is shown, :4 is (50) R : max. :0 ll slope raios are expressed as unis of verical displacemen o unis of horizonal displacemen hickness SIE UR ETIL (3) SETION - See ETIL See Sandard 000 for deails of depressed adjacen o ramp. ll dimensions are in inches (millimeers) unless oherwise shown. PSSE January, 03 ENGINEER OF POLIY N PROEURES PPROVE January, 03 ISSUE -- ETIL Expansion join TE --3 Revised General Noes. -- New sandard. IGONL UR RMPS FOR SIEWLKS STNR ENGINEER OF ESIGN N ENVIRONMENT

4 Sidewalk widh 5 (.5 m) ypical, 4 (. m) Side where required Side where required Lower landing 5 x5 (.5x.5 m) ypical, 4 x4 (.x. m) Lower landing and See ETIL SETION - and ORNER PRLLEL UR RMP, 5 (4.57 m) max. Lower landing, 5 (4.57 m) max. 4 (. m) 4 (. m) : max. : max. GENERL NOTES SETION - ll slope raios are expressed as unis of verical displacemen o unis of horizonal displacemen (s) no required for ramp slopes (3) flaer han :0. Flush wih op of Where :50 maximum slope is shown, :4 is (50) roadway and op of sidewalk See Sandard 000 for deails of depressed adjacen o ramp. PSSE January, 03 ENGINEER OF POLIY N PROEURES PPROVE January, 03 ISSUE -- ETIL Expansion join (50) R hickness SIE UR ETIL TE --3 Revised General Noes. -- New sandard. ll dimensions are in inches (millimeers) unless oherwise shown. ORNER PRLLEL UR RMPS FOR SIEWLKS STNR ENGINEER OF ESIGN N ENVIRONMENT

5 Face of building, Face of side, where applicable Lower landing when required 5 x5 (.5x.5 m) 5 (.5 m) ypical 4 (. m) minimum Sidewalk widh 5 (.5 m) ypical, 4 (. m) side flare in paved areas ypical, 4 x4 (.x. m) Side in landscaped Sidewalk widh 5 (.5 m) ypical, 4 (. m) ypical areas :0 max. rosswalk marking (yp.) (.83 m) and PRLLEL MI-LOK UR RMP rosswalk marking (yp.) and (.83 m) PERPENIULR MI-LOK UR RMP Sidewalk, 4 (. m), 5 (4.57 m) max. Lower landing, 4 (. m), 5 (4.57 m) max., 4 (. m) Sidewalk : max. : max. Side where required SETION - (s) no required for ramp slopes flaer han :0. Lower landing, 5 (4.57 m) max. and and See ETIL : max. :0 See ETIL GENERL NOTES ll slope raios are expressed as unis of verical displacemen o unis of horizonal displacemen SETION - (50) Flush wih op of roadway and op of sidewalk SETION - Where :50 maximum slope is shown, :4 is See Sandard 000 for deails of depressed adjacen o ramp. ll dimensions are in inches (millimeers) PSSE January, 03 ENGINEER OF POLIY N PROEURES PPROVE January, 03 ISSUE -- (50) R hickness SIE UR ETIL ETIL (3) Expansion join TE --3 Widened crosswalk markings o (.83 m) inside dimension. Rev. Gen. Noes. -- New sandard. unless oherwise shown. MI-LOK UR RMPS FOR SIEWLKS STNR ENGINEER OF ESIGN N ENVIRONMENT

6 Side where required full widh of sidewalk by 4 (. m) Side where required corner corner and See ETIL Sidewalk widh 8 (.44 m) and SETION - full widh of sidewalk by 4 (. m) EPRESSE ORNER Sidewalk, 5 (4.57 m) max. corner, 5 (4.57 m) max. Sidewalk : max. : max. (3) SETION - (s) no required for ramp slopes flaer han :0. GENERL NOTES ll slope raios are expressed as unis of verical displacemen o unis of horizonal displacemen Expansion join (50) Flush wih op of roadway and op of sidewalk Where :50 maximum slope is shown, :4 is See Sandard 000 for deails of depressed ETIL (50) R adjacen o ramp. ll dimensions are in inches (millimeers) unless oherwise shown. hickness TE --3 Revised General Noes. EPRESSE ORNER PSSE January, 03 ENGINEER OF POLIY N PROEURES PPROVE January, 03 ISSUE -- SIE UR ETIL -- New sandard. FOR SIEWLKS STNR ENGINEER OF ESIGN N ENVIRONMENT

7 Enrance or alley 3 shall only be insalled a enrances/alleys wih permanen raffic conrol devices (i.e. sop signs, signals). Where possible, mainain he grade of he sidewalk across he enrance/alley o avoid he need for ramps and upper 5 (.5 m) yp. 4 (. m) :0 max. Sidewalk widh 5 (.5 m) ypical, 4 (. m) landings. side flare in paved areas :0 max. Pedesrian crossing Side in landscaped areas Enrance or alley reurn roadway ENTRNE / LLEY PEESTRIN ROSSING, ypical Sidewalk, 4 (. m), 5 (4.57 m) max. 3 Enrance or alley Enrance or alley Pedesrian crossing Enrance or alley reurn Varies : max. See ETIL Varies SETION - GENERL NOTES ll slope raios are expressed as unis of verical flaer han :0. SETION - no required for ramp slopes (50) Flush wih op of roadway and op of sidewalk displacemen o unis of horizonal displacemen Where :50 maximum slope is shown, :4 is (3) (50) R ll dimensions are in inches (millimeers) unless oherwise shown. PSSE January, 03 ENGINEER OF POLIY N PROEURES PPROVE January, 03 ISSUE -- ETIL Expansion join hickness SIE UR ETIL TE --3 Revised General Noes. -- New sandard. ENTRNE / LLEY PEESTRIN ROSSINGS STNR ENGINEER OF ESIGN N ENVIRONMENT

8 (50) Flush wih op of roadway and op of sidewalk (50) R, ypical hickness and, SIE UR ETIL (.83 m) 5 (.5 m) 5 (.5 m) ypical (3) rosswalk marking (yp.) Side,, ypical ypical ETIL Expansion join MEIN PEESTRIN ROSSING and and :0 max. :0 max. See ETIL SETION - See ETIL Omi deecable wornings when disance beween back of s is less han (.83 m). GENERL NOTES ll slope raios are expressed as unis of verical displacemen o unis of horizonal displacemen Where :50 maximum slope is shown, :4 is See Sandard 000 for deails of depressed adjacen o ramp. ll dimensions are in inches (millimeers) unless oherwise shown. PSSE January, 03 ENGINEER OF POLIY N PROEURES PPROVE January, 03 ISSUE -- TE -- Widened crosswalk o (.83 m) inside dimension. Revised General Noes. -- New sandard. MEIN PEESTRIN ROSSINGS STNR ENGINEER OF ESIGN N ENVIRONMENT

9 oweled conracion join (Placed in prolongaion wih pavemen joins) -No. 4 (No. 3) bars consrucion opion: wih (50) cl... Form wih (3) hick seel emplae (50) deep, and seal. Saw a 4 o 4 hours, and seal. -No. 4 (No. 3) bars placed a mid-deph (when space permis) -No. 4 (No. 3) bars placed a mid-deph (when space permis) rainage casing wihou box ack of 8 (450) long dowel bars Shor radius curve rainage casing (Such as enrances, wih box side srees and onsrucion urb ack of ramp reurns). join box onracion join (300) (yp.) 8 (450) long dowel bar (placed a mid-deph). *3-0 *3-0 * (300) (300) (300 (yp.) (.0 m) * This dimension shall be (.0 m) Expansion cap (5) adjused o align wih 5-0" (4.5 m) 5-0" (4.5 m) 5-0" (4.5 m) 3 (75) pavemen * 3-0 (.0 m) * 3-0 (.0 m) join on he adjacen pavemen Full deph & widh (5) - hick () preformed expansion join filler. ETIL EXPNSION JOINT Pavemen expansion join wih (or wihou) dowels PLN Guer flag widh as required for 7 (75) Guer flag widh as required for 7 (75) JENT TO P PVEMENT OR P SE OURSE Pavemen ype. Slope % (40) Pavemen ype. Slope 5% max. (3) Pavemen Pavemen Slope % R Slope % R EPRESSE UR (TYPIL) EPRESSE UR JENT HM surfacing TO UR RMP ESSILE 3 (75) () Slope % Mounable shown (oher ypes permied) TO THE ISLE GENERL NOTES RRIER UR MOUNTLE UR 9 (5) when P base The boom slope of combinaion and course 8 (00) consruced adjacen o pcc pavemen shall be 0 (50) when P base he same slope as he subbase or % when subbase course 8 (00) is omied. TLE OF IMENSIONS RRIER UR TLE OF IMENSIONS MOUNTLE UR P base course = Thickness of pavemen. TYPE R TYPE R R JENT TO P SE OURSE Longiudinal join ie bars shall be No. (No. 9) a 4 (00) ceners in accordance wih deails for -. (-5.3) (300) (5) (50) (50) (5) M-.0 (M-5.5) 4 (50) (50) (00) (50) 3 (75) (50) WITH HM SURFING longiudinal consrucion join shown on Sandard M (-5.45) (450) (5) (50) (50) (5) (M-5.30) (300) (50) (00) (50) (75) (50) minimum clearance of (50) beween he end of -.4 (-5.0) -9. (-.30) -9.8 (-.45) 4 (00) (5) (50) (50) (5) 5 9 (300) (50) (5) (5) (5) (450) (50) (5) (5) (5) M-4.0 (M-0.5) M-4. (M-0.30) M-4.8 (M-0.45) (50) (00) (75) (00) (75) (300) (00) (75) (00) (75) (450) (00) (75) (00) (75) N N N Pavemen R Slope % he ie bar and he back of he shall be mainained. The dowel bars shown in conracion joins will only be required for monolihic consrucion (-.0) (00) (50) 5 9 (5) (5) (5) M-4.4 (M-0.0) (00)(00) (75) (00) (75) N ll dimensions are in inches (millimeers) unless oherwise shown. PSSE January, 03 ENGINEER OF POLIY N PROEURES PPROVE January, 03 ISSUE --97 M-.0 (M-5.5) M-. (M-5.30) M-.8 (M-5.45) M-.4 (M-5.0) (50) (50) (50) (50) (50) (300) (50) (50) (50) (50) 8 (450) (50) (50) (50) (50) 4 (00) (50) (50) (50) (50) N N N N R M-.0 (M-5.5) and M-. (M-5.30) TE dded general noe regarding requiremen for dowel bars. Swiched unis o English (meric). ONRETE UR TYPE N OMINTION ONRETE UR N GUTTER STNR (Shee of ) ENGINEER OF ESIGN N ENVIRONMENT

10 PT Shor radius curve -No. 4 (No. 3) bars placed a mid-deph onracion joins (when space permis) a 5-0 (7. m) max. cs. (yp.) rainage casing wih box ack of Pavemen 7 (75) (40) 3 (340) Pavemen R 8 (450) (300) (yp.) P EPRESSE UR RRIER UR 5-0" (.5 m) 5-0" (.5 m) pavemen Undoweled conracion join (yp.). consrucion opions: Form wih (3) hick seel emplae (50) deep, and seal. onsrucion join -No. 4 (No. 3) bars wih (50) cl. rainage casing wihou box JENT TO FLEXILE PVEMENT. Saw (50) deep a 4 o 4 hours, and seal. -No. 4 (No. 3) bars placed a mid-deph ack of 3. Inser (0) hick preformed join filler (when space permis) full deph and widh. (300) (yp.) Pavemen 7 (75) (40) Pavemen R PLN 5-0" (.5 m) 5-0" (.5 m) pavemen Mounable shown (oher ypes permied) HM surfacing () HM surfacing () EPRESSE UR RRIER UR ase course 9 (5) ase course 9 (5) JENT TO P PVEMENT OR P SE OURSE ON ISTURE SUGRE ON UNISTURE SUGRE ONRETE UR TYPE PSSE January, 03 ENGINEER OF POLIY N PROEURES PPROVE January, 03 ENGINEER OF ESIGN N ENVIRONMENT ISSUE --97 JENT TO FLEXILE PVEMENT ONRETE UR TYPE N OMINTION ONRETE UR N GUTTER STNR (Shee of )

11 Parking space, ypical Omi whenever duplicaed by road work raffic conrol. 5 (8 m) Spacing 4 (. m) RO ONSTRUTION HE W0-I03(0)-48 for conrac consrucion projecs Orange safey fence Or RO WORK HE W0-(0)-48 for mainenance and uiliy projecs SIEWLK IVERSION GENERL NOTES This Sandard is used where, a any ime, pedesrian raffic mus be reroued due o work being SYMOLS performed. This Sandard mus be used in conjuncion wih Work area oher Traffic onrol & Proecion Sandards when roadway raffic is affeced. Sign on porable or permanen suppor Temporary faciliies shall be deecable and accessible. arricade or drum 0 (3 m) Spacing The emporary pedesrian faciliies shall be provided on he same side of he closed faciliies one, drum or whenever possible. barricade The SIEWLK LOSE / SIE sign shall be Type lll barricade placed a he neares crosswalk or inersecion o each end of he closure. Where he closure pedesrian chanellizing barricade RO ONSTRUTION HE W0-I03(0)-48 for conrac consrucion projecs SIEWLK SIEWLK LOSE SIEWLK occurs a a corner, he signs shall be ereced on he corners across he sree from he closure. The SIEWLK LOSE signs shall be used a he ends of he acual closures. Type lll barricades and R signs shall be posiioned as shown in "RO LOSE TO LL TRFFI" deail on Sandard Or LOSE R-I0-48 LOSE ll dimensions are in inches (millimeers) PPROVE January, 0 ENGINEER OF SFETY ENGINEERING PPROVE January, 0 ENGINEER OF ESIGN N EVIRONMENT ISSUE --97 RO WORK HE W0-(0)-48 for mainenance and uiliy projecs SIE R-I0-430 SIEWLK LOSURE SIE R-I0-430 TE dded SIEWLK IVERSION. Modified appearance of plan views. Renamed Sd. Swiched unis o English (meric), 7000 o unless oherwise shown. SIEWLK, ORNER OR ROSSWLK LOSURE STNR (Shee of )

12 SIEWLK LOSE SIE R-I0-430 RO ONSTRUTION HE W0-I03(0)-48 for conrac consrucion projecs Or RO WORK HE W0-(0)-48 for mainenance and uiliy projecs 0 (3 m) Spacing SIEWLK RO ONSTRUTION HE Or W0-I03(0)-48 for conrac consrucion projecs SIEWLK LOSE SIEWLK LOSE R-I0-48 SIEWLK LOSE SIE R-I0-430 RO WORK HE W0-(0)-48 for mainenance and uiliy projecs SIE R-I0-430 LOSE R-I0-48 ORNER LOSURE SIEWLK LOSE SIE SIEWLK LOSE R-I0-430 SIE R3--44 R-I0-430 Orange safey fence R3--44 RO LOSE PPROVE January, 0 ENGINEER OF SFETY ENGINEERING PPROVE January, 0 ISSUE --97 ROSSWLK LOSURE HE R0-3(O)-48 SIEWLK, ORNER OR ROSSWLK LOSURE STNR (Shee of ) ENGINEER OF ESIGN N EVIRONMENT