Loading...
HomeMy WebLinkAbout15 C408 Traffic DetailsXG2o -2 END CONSTRUCTION xw2o -3 R11 -2 A ROAD CLOSED Type III -A or 11I -B barricades as required R11 -2 A ROAD _j CLOSED —J A A ROAD CLOSED TO THRU TRAFFIC R11 -4 ROAD CLOSED TO THRU TRAFFIC X114 -10(R) tIN N- XW20 -3 TYPICAL APPLICATIONS OF TRAFFIC DEVICES FOR AN URBAN DETOUR GENERAL NOTES L For detour route marker assemblies 0,0,© and O see Standard Drawing E 801 TCDT -03. 2. See Standard Drawing E 801 TCLG -01 for standard notes and legend. O END CONSTRUCTION XG20 -2 C INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. E OO1— TCDT -02 r URBAN DETOUR SEPTEMBER 1997 MTALS PLACED N OAS FDONI N -I5-B9 4t No. •r� S At/Anthony L Ureiovich N -15 -99 1809 1 DESIGN STANDARDS ENGINEER GATE STATE of ii /a/ Aro. Fanelli ft-e -99 CET F' HIC;HNAI' ENG INNER DATE DESIGN STANDARD, ENGINEER OPENALLY APPROVED B -02-87 DETOUR RTE MKR V ADVANCE TURN DETOUR ROUTE MARKER ASSEMBLY (DETOUR) RTE MKR DIRECTIONAL DETOUR ROUTE MARKER ASSEMBLY (DETOUR (NORTH 'RTE) MKRJ 0 CONFIRMING DETOUR ROUTE MARKER ASSEMBLY END DETOUR) RTE MKR.. r►) END DETOUR ROUTE MARKER ASSEMBLY XM 4-8 M1-4 or M1-6 O M5-1(L or R)S XM 4-8 MI1- 4orM1 -8 0 M8-1S XM 4-8 M3-1S to M3-4S M1- 4orM1-8 O MB-3S XM 4-8S XM 4-8 M1 -4 orM1-8 O M5-1(L or R)S GENERAL NOTES 0 For an un- numbered route, a street name sign or county road name or number sign shall be used in lieu of the route marker in detour route marker assembly. Q Advance turn detour route marker assemblies shall be located as shown, or after the last cross street prior to the beginning of the detour, as directed. Directional detour route marker assemblies shall be located 100 ft to 200 ft in advance of all required tums within the detour limits. Confirming detour route marker assemblies shall be located 200 It past all major intersections, as directed, and shall be spaced a maximum of 3 mi on a rural detour or 0.5 mi on an urban detour on each leg of such detours. Confirming detour route marker assemblies shall be placed after a required turn when directed. O D End detour route marker assemblies shall be located at the point at which traffic is returned to the original route. The advance turn marker (M5 -1) shell be included in the assembly when traffic is required to turn to access the original route. INDIANA DEPARTMENT OF TRANSPORTATION DETOUR ROUTE MARKER ASSEMBLIES MARCH 2003 STANDARD DRAWING NO. E 801 TCDT /t/ Maws L VeCaan DESIGN STANDARDS ENGINEER /a/ Rrawd R.SALrWS CHIEF HIGHWAY ENGINEER /Ail/ AO' AV' AO' /AA AO' /A TYPE III BARRICADE 8" height rails (typ.) R11 Ground line or paving surface. General Notes 1. Barricades lights, signs, and supports shall meet NCHRP 350 crash evaluation criteria. ©2 The Detour Arrow sign shall be used only when a detour route has been signed. Type B lights ROAD CLOSED TO THRU TRAFFIC DETOUR E r n/ RAdaA A slRnw 2.arcr irstarZafftlii 6B EN6a�tT CN @IanNar ENGWISER DATA XM4 -10 (when required) Q INDIANA DEPARTMENT OF TRANSPORTATION TYPE ID BARRICADE SEPTEMBER 2002 STANDARD DRAWING NO. E 801 TCDV -04 vo n/ Matra L VVkew !WOE DESIGN STANDARDS ENGINEER GATE 303OJ OATS DATE Type A Light 6 to 12 ft Type A Light Not less than 2ft Not less than 5ft` Walkway Not less than 5 f Type A Light Type A Light 6 to 12ft Not less than 6 ft. UN- CURBED ROADWAYS Not less than 2ft Paved shoulder Not less than 5 ft.' CURBED ROADWAYS In urban districts with sidewalks and or parking, mounting height is not to be less than 7 feet 1. See Standard Drawing E 801 TCSN -11 for additional notes 2. Signs, lights, and supports shall meet NCHRP 350 crash evaluation criteria. 0 An advisory speed plate, required to be placed with another construction sign, may be mounted on the post closest to the roadway at a height 4' less Advisory than the minimum mounting heights shown elswhere on this standard drawing. The bottom of the construction spee& warning sign shall not be lower than the top of the advisory speed plate. 4. Type A warning light required on all construction signs. GENERAL NOTES TEMPORARY MOUNTED CONSTRUCTION SIGNS INDIANA DEPARTMENT OF TRANSPORTATION TYPICAL CONSTRUCTION SIGNS MOUNTING SEPTEMBER 2002 STANDARD DRAWING NO. E 801 TCDV -05 tiT S /tu; Ground line or paving surface AV Rolex/ LikekINe 2.010t DESIGN STANDARDS ENGINEER DATE W s /5/ MAW a. Snitar Wade CHEF MON. ENGINEER DAM Edge of shoulder Edge of pavement (HALF PLAN WITH SHOULDER SECTION) mi l 6 max 411”' .A► A►A ►A►A►A►J4 Side Slope Edge of shoulder (HALF ELEVATION WITH SHOULDER SECTION) Centerline I PLAN VIEW XM4-10 (when required 0 8" max, 6" Max. Pavement ELEVATION 6" Max. TYPICAL APPLICATIONS OF TYPE III BARRICADES ROAD CLOSED TO ALL TRAFFIC l a r- Lane line Curb line (HALF PLAN WITH CURB SECTION) Type B lights ROAD CLOSED Ai 41 411, Ad dir R11 -2 a1 t` 6" max. C.ZJ e7r47� C r ta r+dK 7 ft}�[a OL Curb line (HALF ELEVATION WITH CURB SECTION) try INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. E 801- TCDV -07 GENERAL NOTES 0 The Detour Arrow sign shall be used only when a detour route has been signed. O Barricades shall be supported on driven posts in areas outside of the pavement or sidewalk, where side slopes are 3 to 1 or flatter 3. See standard drawing E 801- TCpV -04 for sign use and mounting information. 4. Barricades and supports shall meet NCHRP 350 crash evaluation criteria. 4. See Note 5 on Standard Drawing E 801 TCSN -11 for post depth. TYPE El BARRICADE TYPICAL APPLICATIONS SEPTEMBER 2002 Zi STANDARDS ENGINEER /s/ Rk* d L VavCMNe 9030t DESIGN STANDARDS EWE.. DATE /1/ mow 5. SaIls' *OBIS CHEF H IGH"NY PEN E. DATE Q 500' N CD X I 500' 7 900' min. Urban 1300' min. Rural 100' min 300' 800' min, Urban 1000' min. Rural WORK ON PAVEMENT (3 LANE SECTION) m 2 0 500' I 500' 500' GENERAL NOTES 500' 1. See Standard Drawing E 801- TCLG -01 for Legend and General Notes. INDIANA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL FOR LANE CLOSURE SEPTEMBER 2002 STANDARD DRAWING NO. E 801 TCLC i i t lik's /a/ L VeaCMIAe ad002 ROW DEIGN rya.* ENGINEER DATE Si Rider/ R. sa ssM OAEF HI@NWY ENDOIDER 2.0102 DATE XW20 -1 10 XW20 -1 —A XW20 -3 10 XW20 -2 10 XW21 -4 —A 10 GENERAL NOTES 1. Sign XW21-3 -A shall be placed as directed where road machinery is operating on or across pavement open to traffic. 2. See Standard Drawing E 801 TCSN -11 for additional general notes. INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. E 801 TCSN -01 18095 STATE CF DESIGN STANDARDS ENGINEER TRAFFIC CONTROL SIGNS JUNE 1995 ffTALS PLACED N UL ewes II -IS -B9 /a/ Anthony L Uranovich e-e -99 DESIGN STANDARDS ENGINEER DATE /a/ Paws Zandi CHI_.F HIGHWAY ENGINEER =WALLY APPROVED N -A5 -99 LATE 7-os X W6-3 —B DETOUR EN+ XM4 -9 (R or L) XM4 -9—B (R or L) XW12 -1—C XM4 -10 (R or L) GENERAL NOTES 1. See Standard Drawing E 801 TCSN -11 for additional general notes. INDIANA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SIGNS JUNE 1995 STANDARD DRAWING NO. E 801– TCSN -03 COAX RACED N e FBRIMi B -6-au 4 No. /a /Anthony L Uranovich u -f5 -99 it 18095 1 DESIGN STANDARDS ENGINEER DATE 'i p•, STATE OF Firms Sandi tI-15-99 ATE 7 OL`SIGI STANDARDS ENGINE_R iOp4ALY sum ROAD CLOSED TO THRU TRAFFIC R11 -4 ROAD CLOSED 10 MILES AHEAD LOCAL TRAFFIC ONLY R11 -3 ROAD CLOSED R11 -2 END ROAD WORK XG20 -2a R5-1 —A O R5 -1 —B ROAD CONSTRUCTION NEXT 5 MILES XG2o -1 END CONSTRUCTION XG2o -2 1. Signs R11 -2, R11 -3, R11 -4, R5 -1 -A and R5 -1 -B shall be encapsulated lens reflective sheeting background. 2. See Standard Drawing E 801- TCSN -11 for additional general notes. O A 28 in. x 10 in. metal plate, covered with federal orange refelective material with black numerals designating predetermined distance, may be attached over the word "AHEAD" to more specifically locate the subject hazard. PILOT CAR FOLLOW ME XG20 -4 WEIGHT LIMIT 1 TONS R12 -1 R12 -1 –A 0 GENERAL NOTES INDIANA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SIGNS SEPTEMBER 1997 STANDARD DRAWING NO. E 801– TCSN -04 4 A. No. 1 18095 1 STATE CF Zan /d/ Firms di N -A5-99 XTMa RACED N tie MONT II Is BO /a /Anthony L Uranovich 11-115-99 DESIGN STANDARDS ENGINEER GATE CHI.E HIGHWAY ENGINEER DATE DESIGN STANDARDS ENGINEER tRZRoLLY APPRDYOJ 9-01-87 W D U cr_ L� L_ W 0 LLJ Q z 0 0 (1) z F— JOB NO. 45370EQU m w l— Q 0 0 X z 0 Z z z w 0 Q z C� J F— W 2 z z N I_L U SHEET NO. C408