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HomeMy WebLinkAboutTWINID_0898FA_16_TCP_REV0 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898FA 16 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � ® DMLVW- Dig Line,Inc. STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN REFERENCE CITY OF TWIN FILLMORE ST COLLECTOR FALLS, ID MANUAL OR THE TEMPLATES AT BACK OF TCP FOR WORK ON LOCAL STREETS. 4100 IN FREEWAY/EXPRESSWAY TWINID_0898FA_16 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL EXPRESSWAY ROADS PROPOSED CONDUIT ICOLLECTOR ROADS 193 a s _ .Jr Y lr- � � Lf F.TJ111 t`r, 014 01 FL I .ram I O� N TIL50IN 04 _ .. N O N � - T. (207) 591-6427 F: (207) 772-3427 N - - infoOtilsontech.com 0 _ �y •� REVISIONS - ' 1 •• DATE DESCRIPTION INITIAL Q 04/28/23 INITIAL SUBMISSION PF d i 3 d 'J 01 [ ` SCALE SIZE B SHEET: NITS LL S' SIZE D SHEET: NTS o w SHEET E02 OF E09 g x ` 3 • 1 FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST r���«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL 1. (FLASHING ARROW) wook Ave Fm SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING OV3HV ~� NMOM TWINID_0898FA_16 28"CHANNELIZING FLAGGER llllllfl TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES I FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. + 1 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL } BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM . V' TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM . TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN — PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME •` UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _ r' WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 UTILITY WORK 40 M.PH. OR MORE: L=WS r_ AHEAo L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TIL50IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT infoOtilsontech.com z POSTED SPEED L o %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09 o1 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL L' ® (FLASHING ARROW) " > � Fm SHADOW UNIFORMED mom1aoM VEHICLE TRAFFIC OFFICER Alnun .f• g SIGN OD PARAWEBBING L� TWINID_0898FA_16 28"CHANNELIZING FLAGGER �i TWIN FALLS,ID DEVICE MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR r A CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ^ =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION E r AND ACCESS RADII. 1 WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 1 ' CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION j - r FOR ALL SPEEDS. , CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ' FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. i CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. t CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. 410 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _ PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL ANDQr COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF _ RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR F . RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES • PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ti TAPER LENGTHS CALCULATED BY FORMULA �\ FROM IMUTCD TABLE 6H-4. ;n 40 M.P.H. OR LESS: L=WS2 /60 ® 0 40 M.PH. OR MORE: L=WS 70o �. L=TAPER LIENGTH(FT) *y� W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT _ MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TIL50IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT infoOtilsontech.com z POSTED SPEED L o %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09 C 65 645' 650' 325' 1 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730, 700' 350' 233' 770' 385' 257' 840' 420' 280' [FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 of 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER Cheney C SIGN OD PARAWEBBING ` Gve , TWINID 0898FA 16 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� d MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Zj0 yP FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR \1\ CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L t' I =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ! FOR ALL SPEEDS. ! CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL tL ! FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. .� RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. w THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND L SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. w!1 . TAPER LENGTHS CALCULATED BY FORMULA ` FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 _ unary 40 M.PH. OR MORE: L=WS woiz►c L=TAPER LIENGTH(FT) AHEAD ' W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TIL50IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT infoOtilsontech.com z POSTED SPEED L o %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >40 MPH SIZE B SHEET: NTS <1 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09 C 65 645 650' 325' 1 217' 715' 358' 1 238' 780' 1 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730, 700' 350' 1 233' 770' 385' 1 257 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL FILLMORE ST -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL OV3HV ® (FLASHING ARROW) NHOM SHADOW UNIFORMED hlnlln VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING - TWINID 0898FA 16 28"CHANNELIZIN FLAGGER TWIN FALLS ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. •d6 WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ,'Y CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION i FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... .� ALL DEVICES CONFORM TO CURRENT MUTCD. - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE '•-T--�"- N CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM , r, TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN '- PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM i TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. - CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME _ UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. ti THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIG C THE 1' THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ' ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). � J WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR " r RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ,Tq' ,J✓ -- INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES � L j-�• � - PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA uTrLIrY .- WORK � FROM IMUTCD TABLE 6H-4. _ AHEAD - 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 01 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN N TILSON co CN POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 N SPEED LANE SHIFT infoOtilsontech.com z POSTED SPEED L 1� o %2 L /3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/28/23 INITIAL SUBMISSION P ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L =WS2 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 uI 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH UI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE -1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS LL 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 00 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_o898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST &I��«�� 1 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER • OV3HV g SIGN OD PARAWEBBING ANOM All�llfl TWINID_0898FA_16 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION CITY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. a WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSIONFOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �+ CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL AAL . BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC i— CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ) PLACE FOR CONTINUOUS DAYS. _ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:00PM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. �. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. ' MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND �f COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF (. RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ` INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA uT1LITY FROM IMUTCD TABLE 6H-4. t WORK 40 M.P.H. OR LESS: L=WS2 /60 AHEAD 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT infoOtilsontech.com z POSTED SPEED L o %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 1 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102, 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >-40 MPH SIZE B SHEET: NTS <1 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS CIO60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240 SHEET E03D OF E09 o1 65 645' 650' 325' 217' 715' 358' 238' 780' 390, 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING Qr)MOM TWINID 0898FA 16 28"CHANNELIZING �-ILLn - - DEVICE �■ FLAGGER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. 4 WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL . BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. . RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - SIGNS.THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR t RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE '4 R OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �R•' q�'0 1" hF4 TAPER LENGTHS CALCULATED BY FORMULA a• 7t FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT infoOtilsontech.com z POSTED SPEED L o %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09 o1 65 645' 650' 325' 217' 715' 358' 1 238' 1 780' 1 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS Ob3Hb WORK TRUCK ARROW PANEL 3IbpM ® (FLASHING ARROW) '(11Tl1R SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898FA 16 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION - AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN D RE-3:00PM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. . . RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR t RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 gyF��k 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITCD -. MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT infoOtilsontech.com z POSTED SPEED L o %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >-40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03F OF E09 o1 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED �. \= OF TRAFFIC 0 WARNING SIGNS M 01/3NY WORK TRUCK ® ARROW PANEL IILQM (FLASHING ARROW) SHADOW UNIFORMEDFm • VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898FA 16 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE 1 MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. jk CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. . CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK yyj�Cljy, SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. q0 TAPER LENGTHS CALCULATED BY FORMULA t FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 r 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITCD • '' MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT infoOtilsontech.com z POSTED SPEED L o %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03G OF E09 o1 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL FILLMORE ST -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS ARROW PANEL WORK TRUCK ® (FLASHING ARROW) afmom SHADOW UNIFORMED nu VEHICLE TRAFFIC OFFICER lil�llfl f g SIGN oa PARAWEBBING TWINID 0898FA 16 28 CH DEVICE ANNELIZIN 0­2 FLAGGER TWIN FALLS ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE 45 VALUE FOR W=1 0'OR / CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L r "- =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 1 AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL -• . FIELD CONDITIONS,ETC... A� ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ CONSTRUCTION CAN BEGIN. . RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL . BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND •° r SIGNS. 1y THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. r - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK a SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA Sri FROM IMUTCD TABLE 6H-4. qw Res 40 M.P.H. OR LESS: L=WS2 /60 yFAp 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN N TILSON CN POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 N SPEED LANE SHIFT 1nfoOtilsontech.com z POSTED SPEED L 1� o %2 L /3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/28/23 INITIAL SUBMISSION P ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L =WS2 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 uI 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH UI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE -1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS LL 55 L _ WS 495' 550' 275' 183' 605' 1 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 00 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03H OF E09 0 65 645' 650' 325' 217' 715' 1 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 r 730' 700' 350' 233' 770' 1 385' 257' 840' 420' 280' [FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) 01Y3HV SHADOW UNIFORMED 3IHOM Fm VEHICLE TRAFFIC OFFICER Ai lan g SIGN OD PARAWEBBING '- TWINID 0898FA 16 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. -FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL . BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. ' s THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF _ RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. UTILITY 40 M.P.H. OR LESS: L=WS2 /60 WORK 40 M.PH. OR MORE: L=WS AHEAD L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT infoOtilsontech.com z POSTED SPEED L o %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E031 OF E09 o1 65 645' 650' 325' 217' 715' 358' 1 238' 1 780' 1 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST Zl��«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS . av3Hb WORK TRUCK ® ARROW PANEL Naonn - - (FLASHING ARROW) Alnllfl SHADOW UNIFORMEDFm (3:� VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING I d TWINID 0898FA 16 28"CHANNELIZING TWIN FALLS,ID FLAGGER DEVICE MATERIAL DESCRIPTION QTY ACTUAL NOTES: 1� FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR �t • CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ' CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ,t- REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. ' - - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ` - • �. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ' CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL . P BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - - r TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. r-r THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ? SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). — WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR , Ave Fawnbrook Ave RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE UTILi7Y OF THE MIDBLOCK CROSSWALK y WORK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. AHEAD TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. * 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT infoOtilsontech.00m z POSTED SPEED L o %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03J OF E09 0 65 645' 650' 325' 1 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS . i1 WORK TRUCK ® ARROW PANEL - � (FLASHING ARROW) SHADOW UNIFORMEDFm 4V3HH y VEHICLE TRAFFIC OFFICER HNom I� Al SIGN OD PARAWEBBING ma �• TWINID_0898FA_16 28"CHANNELIZING DEVICE �■ FLAGGER TWIN FALLS,ID l'+ ��• MATERIAL DESCRIPTION QTY ACTUAL yY riN w NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S, W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. r CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF . I� THE SAME ROAD. _ MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. T' THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF I RESTRICTION TO THE FIRST SIGN. -_ THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL RIGHT LAN INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES CLOSED PRESENT IN THE EXISTING PEDESTRIAN FACILITY. I ` AHEAD CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - «� OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 UTILITY 40 M.PH. OR MORE: L=WS AHEAD ' L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITCD �k MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE MERGE infoOtilsontech.com z POSTED SPEED L o %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 1 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03K OF E09 0 65 645' 650' 325' 217' 715' 358 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 1 233' 770' 385' 1 257 1 840' 420' 280' 1 1 1 FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE N 4100 PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED J. \= OF TRAFFIC WARNING SIGNS i•, • 4� ARROW PANEL WORK TRUCK ® dr (FLASHING ARROW) r�,• ��c SHADOW UNIFORMED J O Lu �••,_ S _ �.w. _ OV3HV VEHICLE TRAFFIC OFFICER ' SIGN Oa PARAWEBBING r Alnun d • • TWINID 0898FA 16 28"CHANNELIZIN FLAGGER ' • S • DEVICE �■ TWIN FALLS IDy -- MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH _ 1 PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. . CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL lk FIELD CONDITIONS,ETC... - - ALL DEVICES CONFORM TO CURRENT MUTCD. - - _ _ ,,;p• CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. .,- - - -- .,_ CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM _ TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT INw•. � F of PLACE FOR CONTINUOUS DAYS. '} •*'•i - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM rrr•'- u TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •ty��^ PLACE FOR CONTINUOUS DAYS. • CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF l • K THE SAME ROAD. ����j �• . MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND •» COLLECTOR ROADS. •r CC �' THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF y CD C .(1 y C p O O • � '��] �. +�••• RESTRICTION TO THE FIRST SIGN. q O O =Q �Crbn 0 0 • s THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND & D o ZJ D D r ;1slcNs. r O { m UTILITYTHE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD _SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES J WORK ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _� _ AHEAD WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r,;. RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 1 ' PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • " OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. A - TAPER LENGTHS CALCULATED BY FORMULA - FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 '174 40 M.PH. OR MORE: L=WS vp L=TAPER L1=NGTH(FT) w �� _ '"�` s �• '. W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT I Ab Ah _;- CL CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN N TILSON CN POSTED BUFFER ZONECN 10' OFFSET I OFFSET 12' OFFSET on a Mission POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 N SPEED LANE MERGE infoOtilsontech.com z POSTED SPEED L 1� o %2 L /3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/28/23 INITIAL SUBMISSION P ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L =WS2 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 uI 40 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH VI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 1 200' >—40 MPH SIZE B SHEET: NITS LL 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03L OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730' 700' 350' 233' 770' 385' 257' 1 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_o898FA_16 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II � SIGN W/HIGH LEVEL N 4100 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS lb WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICER >-Y p g SIGN OD PARAWEBBINGrl J o w TWINID_0898FA_16 28"CHANNELIZING W-11111111FLAGGER +; ., r _:.T„T • O'C3H11 �� t NNOM TWIN FALLS,ID DEVICE ' ' Alllllfl • • MATERIAL DESCRIPTION QTY ACTUAL f NOTES: jy l ti* ' _ • � ✓♦ • � - � FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR ' CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH WIMP PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _i•- .a- AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. 11 11 11 111'W CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. - _ - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE .` CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM .n. TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN I =-. -�♦ _ PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 1 e4100 PLACE FOR CONTINUOUS DAYS. 4 1 DO CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. �� MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. y.-.__ r ` • THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. _ THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - UTILITY - - SIGNS. WORK ` `• • THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD AHEAD ✓ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES s C p ;u ➢ C D n •ma y t� ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 3 00 p Q O =0 =Or ./( WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r D D �- D m r f h ✓�'�! P - • w r, RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL < C C Z INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES , PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK �. SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ` ({ - TAPER LENGTHS CALCULATED BY FORMULA X FROM IMUTCD TABLE 6H-4. _ 40 M.P.H. OR LESS: L=WS2 /60 s 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE MERGE infoOtilsontech.com z POSTED SPEED L o %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS <1 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03M OF E09 C1 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE N 4100 PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS • ' ARROW PANEL ~� + WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN Oa PARAWEBBING }Y❑ TWINID 0898FA 16 28"CHANNELIZIN �■ FLAGGER 1 O x TWIN FALLS ID DEVICE araHd Y" a• a HaOM r , MATERIAL DESCRIPTION QTY ACTUAL NOTES: Alllllfl ~ • F •� { FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. f • . • �' •f�r�_ �• FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR • + • )dy+� .._�-- CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION _ _ ��r- -:a J.a AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �+�+t t „ " " ♦ �' FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ` BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �" „_ Mom._ ,�, • TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN . PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN , PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME �. UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _ THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND j Y♦ SIGNS. r • -+ _ THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES p D O 1' .D C D C', '~ ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). p D { _ =Q x 1 • � ;u -"+ 7C17 mar r, mN f WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r- A D D % p m➢ "d RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL m UTILITY C7 < m 1 INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES WORK _ ? PRESENT IN THE EXISTING PEDESTRIAN FACILITY. AHEAD / 1 CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK J SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - -" TAPER LENGTHS CALCULATED BY FORMULA �� FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 ++ �•. 40 M.PH. OR MORE: L=WS • L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN N TILSON CN POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 N SPEED LANE MERGE infoOtilsontech.com z POSTED SPEED L 1� o %2 L /3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/28/23 INITIAL SUBMISSION P ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L =WS2 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 uI 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH VI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE -I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS LL 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 00 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03N OF E09 0 65 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL -&VI BARRICADE WARNING DEVICE N 4100 PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) ;► SHADOW UNIFORMED 5; 2 F}--x o VEHICLE TRAFFIC OFFICER r a a • "� J O�w g SIGN oa PARAWEBBING �'a 28"CHANNELIZIN - TWINID 0898FA 16 DEVICE �■ FLAGGER TWIN FALLS ID ~1 • W MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. �` - FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR _ ?' _ NO CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH S PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION wo AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ffi Ffilmm CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �` _ FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - -- FIELD CONDITIONS,ETC... �`T--; - - •--- -a-• ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE • .� _ CONSTRUCTION CAN BEGIN. R - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - -•' -r rn _ BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - -� "• _ _ PLACE FOR CONTINUOUS DAYS. - CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. % MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF + • • �.� - ' RESTRICTION TO THE FIRST SIGN. _ THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND •' -� • I s • SIGNS. •• r r A 1,• THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD t•,;•�r 00 Q O - �� D _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES O O y i� CD D ��' , =O m C) , ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r ,� D - .�. m r f y r * mxv • Tv �� '(` ox1 qb oM> WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR , -• j _�>' m RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES I '' _1 , 1-�f I • • �t+ +• PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ♦ - • r ; CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ,.. TAPER LENGTHS CALCULATED BY FORMULA AiL • t I � FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS 1 L=TAPER L1=NGTH(FT) - — - r; W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN N TILSON CN POSTED BUFFER ZONECN 10' OFFSET I OFFSET 12' OFFSET on a Mission POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 N SPEED LANE MERGE infoOtilsontech.com z POSTED SPEED L 1� o %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/28/23 INITIAL SUBMISSION f' ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L =WS2 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 uI 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH VI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS LL 55 L _ WS 495' 550' 1 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 00 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E030 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730' 700' 350' 1 233' 770' 385' 257' 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II � SIGN W/HIGH LEVEL N 4100 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED • \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED i �'+ 1 j Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING }x o TWINID_0898FA_16 F 28"CHANNELIZING J d'w DEVICE •—■ FLAGGER �3 z TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH - '..�'� PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • M AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. r f CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... r ALL DEVICES CONFORM TO CURRENT MUTCD. _ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - Sri �• :- ' ` _ , CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE u. CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI lot TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ` r TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ I BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 PLACE FOR CONTINUOUS DAYS. v - CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME _ '•i UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ` THE SAME ROAD. i r . • MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. STHE B IGNS.DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND p �_, D C D .n. ' * • • THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 3 ._ O,�D m O m 00 y ®� • r�• SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r D -�'. O D m D •.• .- ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m 0 O m • • WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �}►� PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ - •F ii..' ��1 CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE , OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) 1 -\ W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITCD �� ♦ , �++ MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE MERGE infoOtilsontech.com z POSTED SPEED L o %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03P OF E09 o1 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® DIGu.:...,ne. TYPE II � SIGN W/HIGH LEVEL N 4100 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED wa \= OF TRAFFIC 0 WARNING SIGNS 1 ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMEDFm �, Y VEHICLE TRAFFIC OFFICER 1 p w g SIGN OD PARAWEBBING >w 4Fl3Hd TWINID_0898FA_16 28 CDEVICEIZING r� FLAGGER �210M ` 4 TWIN FALLS,ID r All-7un = MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. .--� _ FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH , Ir PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION - - - h l AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. - CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _-- FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. ` `� • _ _ -ham CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. rt7R.l rt_jrt - � RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _ PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •y�� 0 l il.! - J 1 W BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN IM t- B IL PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. - "- MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF 'r UTILITY •�� ,�►y i RESTRICTION TO THE FIRST SIGN. WORK Fir THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND AHEAD SIGNS. _ ` e THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 9 00 O Q = .O.i l =r 2 .�' t� ���V• '~ �-•� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r M D O M D m O r m y f _ ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m ;R OD � um Z WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR m - RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • ► 1 «• INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK 1 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 61-1-4. - + 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT �• • ' w CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED LANE MERGE info®tilsontech.com z POSTED SPEED L o %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60 A B C 35 L -WS2 250' 204' 102, 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Ul 60 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH U 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS <1 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'00 SHEET E03Q OF E09 C1 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE N 4100 PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 Or 800-342-1585 /� DIRECTION ADVANCED , \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) °.. SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING Ob'3Htl }Y O TWINID 0898FA 16 28"CHANNELIZING FLAGGER AHOM _ TWIN FALLS ID DEVICE ~� Alllllfl � �••.ti' � MATERIAL DESCRIPTION QTY ACTUAL NOTES: • FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ~ ti FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR f♦• .. �� CALCULATE"C'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L w =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION - •' AND ACCESS RADII. • '� �_ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION . C 4 FOR ALL SPEEDS. r■-_ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES /ICl t 1 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 1 1 f ( FIELD CONDITIONS,ETC... ALL DEVICES CONFORM CURRENT MUTCD. _ _ - - �T\ �, rr r�♦ ___, .,,�. • CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. i^ `l L.i `3 CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - CONSTRUCTION CAN BEGIN. �S_� • �,_ 1� RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �� ' •, - y ' . ♦ - r« BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - -- TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - -- - PLACE FOR CONTINUOUS DAYS. I) RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL "' _ __ _ • ` BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN � PLACE FOR CONTINUOUS DAYS. - UNTIL WORK IS MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND _ COLLECTOR ROADS. - � THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - RESTRICTION TO THE FIRST SIGN.THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES O ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). • r O O f7f 0 r !A D j D „ m WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR R1 O x O m + RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL UTILITY qr INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES • WORK PRESENT IN THE EXISTING PEDESTRIAN FACILITY. AHEAD - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE , OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS �. L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN N TILSON cN o POSTED BUFFER ZONEcN 10' OFFSET I OFFSET 12' OFFSET on a Mission POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 N SPEED LANE MERGE infoOtilsontech.com z POSTED SPEED L 1� o %2 L /3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/28/23 INITIAL SUBMISSION f' ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L =WS2 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 uI 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH UI 45 360' 450' 225' 150' 495' 248' 165 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE -1 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS LL 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03R OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 r 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMEDFm i VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898FA 16 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: , FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ' FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION l AND ACCESS RADII. y WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ® �, CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES fi REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... J ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. cr= r B,c� RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ` •, = PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. 3213H SS0210 CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME —� UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 03SO19`11wmwiS THE SAME ROAD. a MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND i COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF • RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND / SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES (` ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). "� •T WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL if INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •�; r. PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04 OF E09 C 65 1 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730, 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ] WORK TRUCK ARROW PANEL 14-1 ® (FLASHING ARROW) �. SHADOW UNIFORMED T VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID_0898FA_16 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE Fawnbrook Ave Fawnbrodk Ave~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH (!' PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION LLLG717 AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Y p BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. U CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME y UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ■t ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. I TAPER LENGTHS CALCULATED BY FORMULA _ FROM IMUTCD TABLE 6H-4. : �' 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) ' W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 14 CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >40 MPH SIZE B SHEET: NTS <1 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL (FLASHING ARROW) C, SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER J g SIGN OD PARAWEBBING TWINID_0898FA_16 28"CHANNELIZING FLAGGER 4 ��6 d) TWIN FALLS,ID DEVICE ~� 't0 • s MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR n CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... bJ• ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE (� CONSTRUCTION CAN BEGIN. ••'' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 9 i BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ` - /- PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF i RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD a _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES v ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR Y c I RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 1 .0 PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE _ OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. , TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS /60 .•,; 40 M.PH. OR MORE: L=WS - L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITCD a, MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' 1>40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09 o1 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING 28"CHANNELIZING TWINID_0898FA_16 DEVICE �■ FLAGGER J TWIN FALLS,ID _ MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR •i CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L -1 •• =S' W/60,S=SPEED,W=WIDTH [I' PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 2 AND ACCESS RADII. y c O WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE W L) CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. -Y MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. G ' THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ZQZ N SIGNS. o OJ + THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR _ RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ' CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE / OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 `1 40 M.PH. OR MORE: L=WS F L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60 A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS <1 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04C OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. 1111111111111111 MARKING 811 OF 800-342-1585 DIRECTION ADVANCED OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL ' (FLASHING ARROW) w SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898FA 16 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� w y 0 o MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 6 FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR r7 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. r RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �Qo� BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN y U PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND " SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL SIDEWALK CL08ED '�I 1� INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ��,:•�_ PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CROSS HERE CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA IN College Rd N.Collecje,Rd_ FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF 0- ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04D OF E09 C1 1 65 645' 1 650' 1 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED { Fm 1 VEHICLE TRAFFIC OFFICER ' g SIGN OD PARAWEBBING i • TWINID_0898FA_16 28"CHANNELIZING FLAGGER • TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: _ FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. lb FOR SHOULDER CLOSURES WHERE W< 10',USE 45 VALUE FOR W=10'OR "L" I . CALCULATE USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L as =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. M L, -•jam I WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ FOR ALL SPEEDS. Is — CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... .....r.. ALL DEVICES CONFORM TO CURRENT MUTCD. r, r CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. V •J CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLBE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �. f TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME + 3213H SS021J UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 03SO1'J NltlM301S COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND • SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES n La PRESENT IN THE EXISTING PEDESTRIAN FACILITY. O m CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE m a OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. p TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L —WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS coco 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04E OF E09 0 65 645' 650' 325' 1 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED Ilk I \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898FA 16 28"CH ZING DEVICEEVICE ~V FLAGGER y TWIN FALLS,ID m MATERIAL DESCRIPTION QTY ACTUAL NOTES: y FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. m D FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR G CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L , =S' W/60,S=SPEED,W=WIDTH 1 PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. a IC CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. 2 ' r ` RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •L BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME V. UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. • k Ave MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. 1� THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR .. RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK _ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA 3. FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) �+ W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' 1>40 MPH SIZE B SHEET: NTS <1 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04F OF E09 C 65 1 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) '' SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898FA 16 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. .... FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH 1 PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION + FOR ALL SPEEDS. t CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. tt� RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM I,_ Cl,�—, TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN p 15Fii PLACE FOR CONTINUOUS DAYS. m CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. .. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF , RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. T THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE r� OF THE MIDBLOCK CROSSWALK t^ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. •�y TAPER LENGTHS CALCULATED BY FORMULA J FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102, 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS <1 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300, 200, 660' 330' 220' 720' 360' 240' SHEET E04G OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED OM VEHICLE TRAFFIC OFFICER m D o� g SIGN OD PARAWEBBING TWINID 0898FA 16 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. _ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. O RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL O^c BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ! - SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 SIDEWALK CLOSED 40 M.PH. OR MORE: L=WS CROSS HERE L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 1 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >-40 MPH SIZE B SHEET: NTS <1 55 L WS 495' 550' 1 275' 183' 605' 303' 202' 660' 330' 1 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04H OF E09 01 65 645, '650' 325' 217' 715' 358' 238' 780' 390' 260 EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: DIG Ine- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE N 4100 PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL F �' (FLASHING ARROW) ^~ `•'� SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER e A g SIGN oa PARAWEBBING - 28"CHANNELIZIN • -� TWINID 0898FA 16 DEVICE 0­2 FLAGGER ��_�, _ _ TWIN FALLS ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: {' , • FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Q 0 FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. • • CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. { _ CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -- .� - - 1 •+f- CONSTRUCTION CAN BEGIN. - �- RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. � RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •1 BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - - c _ --—-• �� TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. _ - CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME , r"•- . �,�� �� eti - - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF r' THE SAME ROAD. - - lip MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. •THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND _` • ti, • SIGNS. - •.}THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). �� ` ry• WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR '. RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - - • .r, INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. (K`L • CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK C,Q SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. '� OS, C1. Ito TAPER LENGTHS CALCULATED BY FORMULA 4 y0�P� sFo 41 FROM IMUTCD TABLE 6H-4. - 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS • II ' L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN N TILSON CN POSTED BUFFER ZONECN 10' OFFSET I OFFSET 12' OFFSET on a Mission POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED ontech.com o L %2 L 1 SIDEWALK CLOSURE infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/28/23 INITIAL SUBMISSION P ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L =WS2 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 uI 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH UI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE -1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS LL 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 00 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E041 OF E09 0 1 65 645 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 1 233' 770' 385' 1 257' 1 840' 420' 280' 1FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmu....ne. k,-a• ., TYPE II � SIGN W/HIGH LEVEL N 4100 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ARROW PANEL WORK TRUCK ® (FLASHING ARROW) .1�. .0 SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER •�� 1 ` • � " g SIGN OD PARAWEBBING • :� �.' 28"CHANNELIZING _-__�� _ - „ • � � • � TWINID_0898FA_16 DEVICE �■ FLAGGER TWIN FALLS,ID '► MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH 4100N 4100IN 4100INwI,,­ } PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - FORALLSPEEDS. - _ a,.� a ,• � , CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - t FIELD CONDITIONS,ETC... •.0•t•�' , ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. {7•� 4 _ . " CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL W BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �•(} - , TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN -_. ._ }} W . PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. • • � _ MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. • •' w. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r Ay RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND Q3SOl0 �I �•• • 43solo SIGNS. 03SO10 mlvm3UIS • '� �w )Ilvm3UIS THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD NTdM3UIS {� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r " ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. t CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK _ • I SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA _ FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 ! 40 M.PH. OR MORE: L=WS f �f: L=TAPER LI=NGTH(FT) - W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ft A CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >40 MPH SIZE B SHEET: NTS <1 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04J OF E09 0 65 1 645 650' 325' 217' 715' 358' 238' 780' 1 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730, 700' 350' 233' 770' 385' 257 840' 1 420' 1 280' 1 1 1 FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II � SIGN W/HIGH LEVEL N 4100 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED �Ir \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER •� g SIGN OD PARAWEBBING _ + ,4 � TWINID_0898FA_16 28"CHANNELIZING FLAGGER , Q TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =., =S' TRAFFIC FI=SPEED, L DEVICH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �-- FOR ALL SPEEDS. — '�I'• `� - w ✓�� - SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER CONES REQUIRED REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS, ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. •* f CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. X;U: RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL e BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. , r 43SO10 THE DIMENSION THE DISTANCE FROM THE TRANSITION OR POINT OF O3S0�0 J1TdM3aIS RESTRICTION ICTION TO THE FIRST SIGN. )il�dM30IS _ THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _ WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 1 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES . PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK _ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - TAPER LENGTHS CALCULATED BY FORMULA ' . . .. FROM IMUTCD TABLE 6H-4. _ 40 M.P.H. OR LESS: L=WS2 /60 �' 40 M.PH. OR MORE: L=WS �� J L=TAPER LIENGTH(FT) • ' W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITCD r �. MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L —WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >40 MPH SIZE B SHEET: NTS <1 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04K OF E09 0 65 1 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: ® pmu.:..ne. k,-a. ., TYPE II � SIGN W/HIGH LEVEL N 4100 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS a WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMEDFm _ VEHICLE TRAFFIC OFFICER r g SIGN OD PARAWEBBING i� . ' �! + � .rN, �' �� �►' +•i ••�► ' TWINID_0898FA_16 Z' yy TWIN FALLS,ID 28"CHANNELIZING FLAGGER . ,. .r ,` .. ..��? ,- 'w'' /�✓/� y•�, �' r DEVICE t � �1�-, � � � = * � ,_ . • r' a;`•: MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ' 1 FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'ORop CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' TRAFFIC FI=SPEED, L DEVICE PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. �7! WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 9 1• \ �i ` �• ar-. CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �..ti ,rr� •�• FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ♦ _* w- L - +• FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE may_ CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. _ CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. • MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. Lu G THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF W W p 43$O1:J RESTRICTION TO THE FIRST SIGN. 3w n IT! Nl VM341S THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND U = O > SIGNS. J U) N 7C THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD IT! r SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). O U T y N m �• WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ' PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS * ,� L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 04/28/23 INITIAL SUBMISSION PF ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -WS2 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): ul 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >-40 MPH SIZE B SHEET: NTS <1 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS CC) 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04L OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257 1 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898FA_16 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE N 4100 PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMED _ VEHICLE TRAFFIC OFFICER R g SIGN oa PARAWEBBING TWINID 0898FA 16 28"CHANNELIZING CD DEVICE 0­2 FLAGGER ` TWIN FALLS ID 4 CL MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH t t PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION _ - tz 2 9 eEs-41 " AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION n FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - ! REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC .10 k - _ ALL DEVICES CONFORM TO CURRENT MUTCD. rw t _ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ,t �g y - • - - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. _ J RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - I 1' �� t � _ - .� BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - - 100 — TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN �. PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ ti ,,.1 i--•- - ��s-� BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ' PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF "� 1- tom_ �- .•� THE SAME ROAD. - ---� -- --- --- --• �� - MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND _ -COLLECTOR ROADS. �~ "`' "�"�� • THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND = SIGNS. �+� .�'�• _ - .� - - IC THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �'• - �' f SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ' r� \ *!M ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL �/�( INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES -Ir! I PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK 0 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA f FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 I __ 40 M.PH. OR MORE: L=WS • L=TAPER L1=NGTH(FT) -' r'� 40, �. ! IL W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT — CL CL CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN N TILSON CN POSTED BUFFER ZONECN 10' OFFSET I OFFSET 12' OFFSET on a Mission 91-6427 F. (207) 772-3427 POSTED SPEED FOR T. (207) 5 SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.com o L %2 L /3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 04/28/23 INITIAL SUBMISSION P ROAD TYPE 3 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L =WS2 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 uI 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH UI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS LL 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04M OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730' 700' 359 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_o898FA_16 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 61-1-11. Lane Closure on a Two-Lane Road with Low Traffic Volumes (TA-11) 11 )tbaM A. I END TWINID_0898FA_16 FORD WORK QYON TWIN FALLS,ID .. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL (optional) rflptional) HdW Twr XX I g OY3HY avow iNYI INO 50 to 100 ft (Optional) + j Buffer space !optional) i I Buffer space (optional) rle�n 50 to 100 ft We:Sea Tables 611-1-2 and 6H-3 for the meaning of the 15 ft symbols andror letter ro (codes used In this figure. ancowlNc 1A r�FFK (optional)- . • y 0 (sae Section 38.16 L50 �. N 8 (optional) a M; T: (207) 591-6427 R (207) 772-3427 N I info®tilsontech.com } ttt ONE tAne z ROAD 0 AHEAD REVISIONS ul (optional;, DATE DESCRIPTION INITIAL Q �1 I e, 04/28/23 INITIAL SUBMISSION PF 3Yy�M dYOb T 7♦ I yy��// ' {cpUor.all ~I I, vI {optional) SCALE -I SIZE B SHEET: NTS �1 ROAD LL WORK SIZE D SHEET: NTS co AHEAD SHEET E05 OF E09 0 z 3 FILE NAM E:TDS_TWINID_0898FA_l6 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG Dig Line,Inc. F I I.i U I N 6 H-' 1 . Lino C l u,, i w, r:I 1 1 -1 61,11(h U l 11 -v o l l 811 or 800-342-1585 L1111_'C:11lllll� 'vrCrilll"IlE", +, j11-:� I ;I GYAH4 TWINID 0898FA 16 ra�K t TWIN FALLS,ID t7�YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL L � T (opu 4 04 flnall _ — Br.fler sp�lc� (opts anah N X ,1ft N Temporary solid_ white lane line Buffer space N (o plional) N ,12 L '5=speed in mph N {� TILSON N I On a Mission T- (207)591-6427 F- (207)772-3427 N I i InPoOttlaontech.com 4S ft' +I O REVISIONS o �^— t�' DATE DESCRIPTION INITIAL Q El <> 04/28/23 INITIAL SUBMISSION PF Note See Tables 6H-2 and 6H-31or the moaning As L of the symbols anWor - i I bol ROAD letter codes used in WORK o this figure. - 01 AHEAD SCALE -I Typical Application 31. _ SIZE B SHEET: NTS a SIZE D SHEET: NTS co co SHEET E06 OF E09 0 Z FILE NAME:TDS TWINID 0898FA 16 HALF-ROAD CLOSURE MULTI-LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585 Hlgh-Speed Highway (TA-32) TWINID 0898FA 16 TWIN FALLS,ID <*11� I t f MATERIAL DESCRIPTION QTY ACTUAL C B t bLn r or B or 1 T [�o - � INOIIt L Temporary white Buffer space 11 alga Irn2 (optional) 1,,2 L MIN. Temporary ' 112LMIN < > ye11o1w lirl?S K�, _ - 1/2 L MIN. I,op o I;MI TILSON N � � On a Mission R T- (207)591-6427 F- (207)772-3427 04 p— L/R r InPoOttlsontech.com z --- (_ O REVISIONS o u' DATE DESCRIPTION INITIAL 04/28/23 INITIAL SUBMISSION PF o- fMr o CLOSLC Nola: Sea Tables 6H-2 and 614-3 for the meaNK of the o symbols and+or letter t t R°F° WORK vI Codes used in this fi-gure. AHEAD SCALE o' SIZE B SHEET: NTS LL co Typical Application 32 SIZEDSHEET: NTS co SHEET E07 OF E09 0 Z FILE NAME:TDS TWINID 0898FA 16 WORK ON PARKING LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a hAu Iti-Lane. 811 or 800-342-1585 High-Speed Highway (TA-32) TWINID_0898FA_16 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL C B t xln 'r or B or 46 - ROIAD'NOIIK L Temporary white Buffer space adga Irn2 (optional) 1 1,,2 L MIN. Temporary L __ 112LMIN < > yellow lines Fxx Um 1/2 L WIN. (aplional t I C I;MI T 0 /J L50 �. N / T: (207) 591-6427 F: (207) 772-3427 cN - r' info®tilsontech.com 11 R Z C REVISIONS 0 u' DATE DESCRIPTION INITIAL Q + I�11r'I 04/28/23 INITIAL SUBMISSION PF .�Mr o CLOSLE Nola: Sea Tables 6H-2 and 614-3 for the meaNK of the o symbols and+or latter t t WORK vI Codes used in this fi-gure. AHEAD SCALE o' SIZE B SHEET: NTS co co Typical Application 32 SIZE D SHEET: NTS co SHEET E08 OF E09 0 Z FILE NAME:TDS TWINID 0898FA 16 SIDEWALK CLOSURE ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29) (optional) T _ TWINID 0898FA 16 t J O C6 p9 y TWIN FALLS,ID W y MATERIAL DESCRIPTION QTY ACTUAL � a o � a 5 r UJ or n j T x =� o Temporary B marking for crosswalk lines (cross-hatching optional) _ C30 P 0 0 Q u x J 1M K y � n u A. v i SIDEWALK CLOSED i sgCNALK Gl4SLD � ---- AHEAD "K$$HERE C Note: Rx long-term stationary T I L S O N o wnrk,the double Yellow On a Mission center line andlor T: (207)591-6427 F: (207)772-3427 InfoOttlsontech.com lane Ines should M a removed between the REVISIONS 446 ROAD crosswalk Ines. ul DATE DESCRIPTION INITIAL - MQRK See Tables 6H-2 and 6H-3 04/28/23 INITIAL SUBMISSION PF o- AHEAD for tho meaning of the 3 symbols and+or letter codas used in this figure. I 0 �I SCALE �I Typical Application 29 SIZE BSHEET: NTS a SIZE D SHEET: NTS co co SHEET E09 OF E09 0 Z FILE NAME:TDS TWINID 0898FA 16