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Home My WebLink AboutC407 Traffic DetailsXG20 -2 END CONSTRUCTION SIX? 300' xwzo -3 R11 -2 A A ROAD CLOSED LLB 1 XM4 -10(R) Type III -A or II -B barricades as required ROAD _-j CLOSED A A ROAD CLOSED TO THRU TRAFFIC R11 -4 ROAD CLOSED R11 -2 A TO THRU TRAFFIC XM4 -10(R) 9!9 X1120 3 TYPICAL APPLICATIONS OF TRAFFIC DEVICES FOR AN URBAN DETOUR GENERAL NOTES 1. For detour route marker assemblies 0, ®,0 and see Standard Drawing E 601- TCDT -03. 2. See Standard Drawing E 801 TCLG -01 for standard notes and legend. 300' XW20 -2 INDIANA DEPARTMENT OF TRANSPORTATION XW20 -3 I URBAN DETOUR SEPTEMBER 1997 STANDARD DRAWING NO. E 801 TCDT -02 PLFZED 11 THE MEMO H -15-9e i1F¢ R'p No /a/ Anthony L rhvwovich 0- 115 -98 DESIGN STANDARDS ENGINEER '.GATE 18095 I STATE 1 ,./a/ Aram 7andi 19- -15 98 CHIEF SIGMA, RN :.I NEER 'SATE 1 STANDARDS ENGINE,R ORE.., PPPROIED 9.02 -97 DETOUR r R E IN KR, 0 ADVANCE TURN DETOUR ROUTE MARKER ASSEMBLY (DETOUR 'RTE.) ,MKR Q DIRECTIONAL DETOUR ROUTE MARKER ASSEMBLY (DETOUR NORTH `RTE KR t 0 CONFIRMING DETOUR ROUTE MARKER ASSEMBLY END DETOUR Q END DETOUR ROUTE MARKER ASSEMBLY XM 4-8 M1- 4orM1-6 O M5 or R)S XM 4.8 M1- 4orM1.8 O M6-1S XM 4-8 M3-1S to M3-4S M1- 4orM1 -6 O M6-3S XM 4-SS XM 4-8 M1- 4orM1-6 Q M5-1(L or R)S GENERAL NOTES 0 For an un- numbered route, a street name sign or county -oad name or number sign shall be used in lieu of the route marker in detour route marker assembly. Advance tum 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 turns within the detour limits. 0 Confirming detour route marker assemblies shall be located 200 ft 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 End detour route marker assemblies shall be located at the point at which traffic is retumed to the original route. The advance tum marker (M5 -1) shall be included in the assembly when traffic is required to tum to access the original route. 9750 9TATE Qi W s /OgAL C DE91GN STANDARDS ENO. DETOUR ROUTE MARKER ASSEMBLIES MARCH 2003 S ANDARD DRAWING NO. E 801 TCDT V /s/ WCMrd L V*KNDiv 303.03 DEMON STANDARDS ENGINEER DATE N1der0 .SIIArtr CHIEF weHYWY ENGINEER 347-03 DATE Ar Air AP' AV AI TYPE III BARRICADE 8" height rails (typ.) R11-4 Ground line or paving surface. General Notes 1. Barricades lights, signs, and supports shall meet NCHRP 350 crash evaluation criteria. 0 The Detour Arrow sign shall be used only when a detour route has been signed. ROAD CLOSED TO THRU TRAFFIC DETOUR Type B lights E u) XM4 -10 (when required) INDIANA DEPARTMENT OF TRANSPORTATION TYPE ID BARRICADE SEPTEMBER 2002 STANDARD DRAWING NO. E 801- TCDV-04 /d/ mew L VVTcrsa 94301 DEMON STANDARDS ENGINEER DATE ARarrd e. near 9a ge C,@ HIGHWAY ENGINEER DATE Type A tight Not Tess than 2 ft Not less than 5ft UN- CURBED ROADWAYS Type A Light Not Tess than ft Not less than 5 ft.* Type A Light 6 to 12 ft Not Tess than 6ft. Paved shoulder CURBED ROADWAYS In urban districts with sidewalks and or parking, mounting height is not to be Tess than 7 feet GENERAL NOTES 1. See Standard Drawing E 801 TCSN -11 for additional notes 2. Signs, lights, and supports shall meet NCHRP 350 crash evaluation criteria. 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' Tess Advisory than the minimum mounting heights shown eiswhere spas sign on this standard drawing. The bottom of the construction warning sign shall not be lower than the top of the advisory speed plate. 4. Type A waming Tight required on all construction signs. E TEMPORARY MOUNTED CONSTRUCTION SIGNS INDIANA DEPARTMENT OF TRANSPORTATION TYPICAL CONSTRUCTION SIGNS MOUNTING SEPTEMBER 2002 STANDARD DRAWING NO. E 801 TCDV T a DESIGN STANDRR68 Ground line or paving surface /a/ Named L 110CAAr,s ea342 DESIGN STANDARDS ENGINEER DATE IN 4YJIV• L Salm YUgQ[ CHEEP MORROW ENGINEER DATE Edge of shoulder (HALF PLAN WITH SHOULDER SECTION) Side Slope l 8" max Edge of pavement I Edge of shoulder (HALF ELEVATION WITH SHOULDER SECTION) Centerline I y PLAN VIEW XM4-10 (when required 0 6" max. 6" max. Pavement ELEVATION 6" max. TYPICAL APPLICATIONS OF TYPE ID BARRICADES ROAD CLOSED TO ALL TRAFFIC Lane line Curb line I H HALF PLAPS ..ITH CURB SECTION) Type B lights R11 -2 "Ir.- 6" max. Curb line HALF ELEVATION WITH CURB SECTION) GENERAL NOTES O 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- TCDV -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. INDIANA DEPARTMENT OF TRANSPORTATION TYPE III BARRICADE TYPICAL APPLICATIONS SEPTEMBER 2002 STANDARD DRAWING NO. E 801 TCDV -07 s No. 9750 STATE OF DEMON ST MOAiOB BOINtt3R Is/ IlicInrd L ValCkoe 9d3dt DESIGN STANDARDS ENGIOBR DATE /d/ Roars R Sw/ar 903 GRIEF mesnARY HNasEAR DATE z 0 1= 0 w rn z 0 500' 500' 4 L 900' min. Urban 1300' min. Rural 100' min. 300' 600' min. Urban 1000' min. Rural WORK ON PAVEMENT (3 LANE SECTION) N Q N 1 m z CI 1 500' 500' 1 GENERAL NOTES 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 IMcUI E L VQIChle •433d2 DEMON STANDARDS ENGINEER DATE /d/ ItDAmd a.Slstar true! CHIEF HIGHWAY ENGINEER DATE XW20 -1 10 XW20 -1 -A X1120 -3 10 XW20 -2 to ONE LANE ROAD AIEAD XW21 -4 -A 10 XW20 -4 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 TRAFFIC CONTROL SIGNS JUNE 1995 STANDARD DRAWING NO. E 801— TCSN -01 STANDARDS ENGINEER LETALS. PLACED N ire MINI II -a-9. No. `q 1 /a /An thony 4 Fin novich 11 -85-9. 113095 s DESIGN STANDARDS ENGINEER GATE STATE or 4„ DIAL /e/ F0. 0 Zandi rf -A5 -99 MET HIGHNAY ENGINEER GATE DS(/IALY AFPIOYm 7-03-96 X W6 -3 -B DETOUR XM4 -9 (R or L) XM4 -9-B (R or L) XW 12 -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 8O1- TCSN -03 LETM.S PLACED N TEN 10551 11 -15-99 No. /E /Anrhony f, Urawovich 11 -r5 -99 fi 18095 I DES_GN STANG.. ENG.ITF.ER GATE STATE 0' /s/ A MOS Zandi CHIEF HIGHWAY ENGINEER DESIGN STANDARDS ENGINEER CyOIALLY APPROVED 19-15 -99 BATE 7.0}85 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 DO NOT ENTER R5-1 -A `.:J R5 -1 -B ROAD CONSTRUCTION NEXT 5 MILES XG20 -1 END CONSTRUCTION XG20 -2 PILOT CAR FOLLOW ME XG20 -4 WEIGHT LIMIT 15 l 1 lug TONS R12 -1 R12 -1 -A 0 GENERAL NOTES 1. Signs R11 -2, R11 -3, R11 -4, R5 1 A and R5 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. INDIANA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SIGNS SEPTEMBER 1997 STANDARD DRAWING NO. E B01— TCSN -04 ;STAT STATE E l9- DESIGN STANDARDS ENGINEER CETAL9 PLACED N MS FORAM II 16 99 /a /Anthony L Unwovich H-0 -99 DESIGN STANDARD" ENGINEER LATE /11/ Firm. Zandt A -15 -99 CHISe HIGHWAY ENGINEER LATE OREMA LV APPROVED 5-01-97