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HomeMy WebLinkAboutTWINID_0898GA_04_TCP_REV1 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898GA 04 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � � 1 r • . Line,Inc. STREET NAME ARTERIAL COLLECTOR or 800-342-1585 CONTRACTOR CAN OF WASHINGT• FALLS, ID MANUAL OR . OF • R WORK ON • TWIN 0: 04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ttagn�of Sovthem I r TIP sI C�lJc3rufs�ho •� - - � F ' .�F��� - Falls"Aee fails Avc _ �- _ Fel!a VL _ j nr 11•ri i 21t r 0 M �� ,O C � ,Iwo► o"< TILSON 4 r ' �aSlye . i Ar �y • •N •. LL Cas✓e""Ave z _ w 1 r; c mum m AirschirxrAve . It Filer Ave -- Filer:Ave. - - SHEET E02 OF 1 - mm LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&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 ® (FLASHING ARROW) 1, . j■ SHADOW UNIFORMED Ao, VEHICLE TRAFFIC OFFICER Maorol SIGN Oa PARAWEBBING AiTlun TWINID 0898GA 04 28"CHANNELIZIN + S�y ' DEVICE 0­2 FLAGGER I TWIN FALLS ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: "}J 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 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 x 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. W 3 a RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL f BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �� - �` •�. J -— TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN v t 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 1 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. RIGHT LAN THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD {�•j CLOSED SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES AHEAD ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). •` D�y 2 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR D A F y RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 0 < 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 _ UTILITY SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - WORT( A - -y` 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 L1=NGTH(FT) , = W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N MBUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE lnfoOtlleontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42 ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 u 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E03 OF E09 0 1 65 1 645' 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' 1 [FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&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 0V3HV ® (FLASHING ARROW) HaOM SHADOW UNIFORMED Alllun _ VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING � TWINID 0898GA 04 28"CHANNELIZIN FLAGGER 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-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 INTERSECTIONAND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE f 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 - I� 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. 1' 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. RIGHT LAN CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - CLOSED UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF AHEAD 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 UTILITY SIGNS. WORK THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD AHEAD •V�' 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. �� 1 r 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 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N co BUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE lnfoOtlleontech.com z L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42 ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 u 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E03A OF E09 0 1 65 1 645' 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_0898GA_04 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL WASHINGTON ST 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 y' WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICERn g SIGN OD PARAWEBBING Ob3HV a >180M r� TWINID 0898GA 04 28"CHANNELIZING Alriun — — 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 E 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 i 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. w. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL i BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM L I- 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 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 „ _' 1• UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF t7" W. THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. •� I I� 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). rr• - WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL nm INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES R RIGHT LAN PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CLOSED CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE AHEADOF 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 WORK 40 M.P.H. OR LESS: L=WS2 /60 AHEAD _ 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT _ 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 LANE MERGE infoOtilsontech.com co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH -- -- -- H -- -- n 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 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 of 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_0898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 DIRECTION ADVANCED _• _ \� OF TRAFFIC WARNING SIGNS 'y. WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER Robbins Robbins g SIGN oa PARAWEBBING TWINID 0898GA 04 28"CHANNELIZIN i • TWIN FALLS ID DEVICE ~2 FLAGGER ' MATERIAL DESCRIPTION QTY ACTUAL NOTES: OV3H V 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 A111I1D 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. 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 J 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. a) Ellin 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. =3 i a:) 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 OFCn RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND IzRIGHT LANE SIGNS. CLOSED 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 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 z W PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 27l1TILITY �•,.t. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE WORK "1 r ' OF THE MIDBLOCK CROSSWALK in I AHEAD'. SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 1 ! 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 JIM }} 1 L=TAPER L1=NGTH(FT) f _ W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N co BUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE lnfoOtlleontech.com z L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 CL 40 305' 267' 133' 1 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 1 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 1 65 645 650' 325' 1 217' 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_o898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&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 ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING ; TWINID 0898GA 04 28"CHANNELIZIN FLAGGER %w_j - TWIN FALLS ID DEVICE OV3HV NaON1 Aillllf 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. 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. L'1 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN AND RE-3:OOPM J 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 LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM f ) J w TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • p 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 RIGHT LANE OF THE MIDBLOCK CROSSWALK CLOSED SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - AHFAD i =0 1 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 WORK ( AHEAD ' L=TAPER L1=NGTH(FT) , W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT _.• MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N co BUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE lnfoOtlleontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 CL 40 305' 267' 133' 1 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 1 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E03D OF E09 0 1 65 645 650' 325' 1 217' 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_o898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. 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 TWINID 0898GA 04 28"CHANNELIZIN FLAGGER TWIN FALLS ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: OV3Hb • FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. N210M 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 Alllan =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. 1 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. r- 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 I BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1 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. I 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). RIGHT LANE f CLOSED WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR AHEAD 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. UTILITY WORK TAPER LENGTHS CALCULATED BY FORMULA AHEAD 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 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N co BUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE lnfoOUlsontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 CL 40 305' 267' 133' 1 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 1 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E03E OF E09 0 1 65 645 650' 325' 1 217' 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_o898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&VI BARRICADE WARNING DEVICE 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 i g SIGN 1111=1=31111111 PARAWEBBING ' TWINID 0898GA 04 28"CHANNELIZIN DEVICE 0­2 FLAGGER TWIN FALLS ID i MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. QV3Htl FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR N210M CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L Alllllfl =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 J - - CO ND ALL SPEEDS LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �.` FOR ALL . CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES C REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL � CD CD • 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 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 I 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). 7 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES r PRESENT IN THE EXISTING PEDESTRIAN FACILITY. j CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE + OF THE MIDBLOCK CROSSWALK I RIGHT LAN SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. . CLOSED TAPER LENGTHS CALCULATED BY FORMULA f i FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS i unuTr . woRK L=TAPER L1=NGTH(FT) zaHeao W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT NJ MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N co BUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE lnfoOHlsontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42 ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 u 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E03F OF E09 0 1 65 1 645' 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«� 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 ® }/ '% �t•. (FLASHING ARROW) +t , s '- �j � SHADOW UNIFORMED VEHICLE VEHICLE TRAFFIC OFFICER , t 4-v w r H g SIGN OD PARAWEBBING •r �J i~',� ` Y' TWINID_0898GA_04 28 CDEVICEIZING �■ FLAGGER ' t Y ap '_dI6 TWIN FALLS,ID J Q W ! MATERIAL DESCRIPTION QTY ACTUAL NOTES: I' FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - - --- -- _ • - ,. - a 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 -- i - - =S' W/60,S=SPEED,W=WIDTH ` ' •j 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. 4 al .- 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. - 'a 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 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 t SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES i Y''. • ' Iry ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). �i D C � C)n n WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR R=1 Q =0 X RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL D >to INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES Q m WOO= ~ PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 17 Z CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE I'TI OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA Y 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) a * •� W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT - MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED LANE MERGE infoOtilsontech.com co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 u 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):ul 350 350 350 SCALE 50 425' 500' 250' 1 167' 550' 275' 1 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS CD 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 of 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' 849 420' 280' FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 DIRECTION ADVANCED OF TRAFFIC WARNING SIGNS �;.;:- •� 1 ��ti Jill,. ARROW PANEL WORK TRUCK `.. �' tEs•, t �, - t _ ® (FLASHING ARROW) ,+;, i. '{� r SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER Y f )y� 7 g SIGN Oa PARAWEBBING .`, - f, w r+ f�a { I 28"CHANNELIZIN �� �`�' ^•" - '� �`�� TWINID 0898GA 04 VICE FLAGGER •+ '' �' :•,� �. TWIN FALLS ID DE t► �' tt .1! • i yt F� { a7 w> � �•.t, f �� f � j '!•T ' ,y~ MATERIAL DESCRIPTION QTY ACTUAL NOTES: - - •�• r FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. �! •�•M• .~- ,+ _FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR I _ - CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - "'♦' r a• ' 1f" `�• / - �a•. • rR =S�W/60,S-SPEED,W=WIDTH - - �• - 7 '�y = , e PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION �' _ • ( •f v. F y AND ACCESS RADII. _ p W WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - - - •� 'r'r t r-, , j�_ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ' .. / Q FOR ALL SPEEDS. !• '� + _ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES • .�t+•.• �y '' 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 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. -' _�" - •� ��• �. i ..,tea THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF t � � � d � • RESTRICTION TO THE FIRST SIGN. It, -W �� �•. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD • 2 1 =�4 woo- ENCOUNTERED �t SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES m O� O r BY A DRIVER APPROACHING A TTC ZONE). ' • p.t 5 ^t 2 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. w� 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 s I• _ 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) ; W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N co BUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE lnfoOtlleontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42 ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 u 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E03H OF E09 0 1 65 1 645' 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_0898GA_04 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE &;fww•.b BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS W ® ARROW PANEL WORK TRUCK '�,� I '• �� (FLASHING ARROW) � SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER SIGN OD PARAWEBBING a 4 ' TWINID_0898GA_04 28"CHANNELIZING 4 DEVICE FLAGGER +•;. TWIN FALLS,ID Y rr • MATERIAL DESCRIPTION QTY ACTUAL � .i�• V IY Q 3 � NOTESr . �'•r F Q= FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Q �d13Hbr "L" A FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR Na �' t �• ;, r• �.rr„' CALCULATE USING FORMULA,FOR SPEEDS> O_45:L=WS,SPEEDS<45:L M ! «� ✓ y7+.'.,. ; T +�. =S' W/60,S=SPEED,W=WIDTH A11l U.r} • j � �" 7 -f+ • } PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION - •�!. i �'' • •t wy .\ �''•`. V•�• AND ACCESS RADII. • i}• �, S- + WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - .,`+•" �� S - - ••?, FOR ALL SPEEDS. -_ 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 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 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 qjp THE SAME ROAD. •�!�'; _ _ _ ° - MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. �' ��`� A THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ♦ ' Fri r- m 0 RESTRICTION TO THE FIRST SIGN. • ' D; D m r T l •� THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND 1 M e K p Z SIGNS. X` m _ I ■/���� •♦ THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD I t, I ',•,"�� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES / 1 I UTILITY - — ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ✓ _ WORK r•.� AHEAD 7 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 1 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ti q r'!•� 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 LIENGTH(FT) I �� W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT _ MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N Mi POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED LANE MERGE infoOtilsontech.com 00 L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS G SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 5 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 a- 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH -- -- -- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 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 E031 OF E09 of 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 1 700' 1 350' 233' 770' 385' 257' 1 840' 420' 1 280' 1 1 [FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE 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 • '1. WORK TRUCK ® ARROW PANEL =_ + t!•d► (FLASHING ARROW) SHADOW UNIFORMED i 1 Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING `� �� _ - "s y �� +� � .• . TWINID_0898GA_04 28"CHANNELIZING •�t�- r ~i • r R FLAGGER t '•• ' TWIN FALLS,ID DEVICE ~� �S �" y�7 • 7-,. Y: r: MATERIAL DESCRIPTION QTY ACTUAL NOTES: Q-• . e' •• ►•"� _e _ 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 f I y�r,., ,'w,- ' �` - f�.r I• • r' �.!•- • _ CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �• • l •, {� �y� ii_- ,� r =S' W/60,S=SPEED,W=WIDTH S �ti'. V fY • ,'r f• • ' PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION - ` { 1�':�. • A r r:=/� t Y Y AND ACCESS RADII. ,r` tr, WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE :'. � • , V y -{ • •~• •' J O W CONDITI1q,ONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 4. ` r�ji.'r ` rJ _ 7�Q ^ FOR ALL SPEEDS. y' .* • { ,. .' •'.. >• ✓�� L f Y CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES i ' REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... r •7 y .}t' ` ALL DEVICES CONFORM TO CURRENT MUTCD. 'r /• - _ �. }- -.y• 4, •�- r CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ' -r� � - . • 8 ,� �..••L• CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ •��.-�Y 1" ',r - - ► ,j -- - 'A f _, y CONSTRUCTION CAN BEGIN. Ir�>. M ,-- ♦♦ i �.`t f r �• I�r. .t,. ,.. #� RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL '� ' ? `••••.� BE LIMITED TO WEEKDAYS,BETWEEN D RE-3:OOPM •1� 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 LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN A - l PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME L.J•-A�LA/ 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 R DIMENSION H THE DISTANCE FROM THE TRANSITION OR POINT OF 1' « 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' .•• - ENCOUNTEREDBYADRIVERAPPROACHINGATTCZONE). �✓ ?• • �'�' , 'C'r' �,,�• • • - 1 , WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR D C ✓ti n ( ^^77 - 1� - RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL = �, D - - INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES m O r r 4 m 10 PRESENT IN THE EXISTING PEDESTRIAN FACILITY. D A p 1 '•� a J•.� CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE O 1 O Q Z OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. m I �••' •• r '+`; TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. '!w�- � 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 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED LANE MERGE infoOtilsontech.com co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH -- -- -- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180' URBAN (HIGH SPEED):ul 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS CD 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 E03J OF E09 of 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE 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) yr SHADOW UNIFORMED ! - �� '' ••K• ' VEHICLE TRAFFIC OFFICER g SIGN OO PARAWEBBING Of ,r- t y TWINID_0898GA_04 28"CHANNELIZING �■ �� �• ter! } Q TWIN FALLS,ID DEVICE FLAGGER Jr, t: Q .�!}��� /� •f �• ' `� i J C) W MATERIAL DESCRIPTION QTY ACTUAL NOTES: J' -•''_ .y f• �� %1 �� FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. _ •1 F ► �, f y/� ' • • •y FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR )M' 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 }}} }y AND ACCESS RADII. •, �! i - 1 `' l-c WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ •„ , CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION • �• "7`� • 1•-. i--+ •r;r'r - •• FOR ALL SPEEDS. 4 • A•� - 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 - A 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 - THESAMEROAD. • -�•-'-� `•/�, ,i`.,. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND • ` - COLLECTOR ROADS. - __ yg.— THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. �4 THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. �' • _ 1` ,•• %• THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ♦ / • _ •1 •_*1 fix. SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES �. •' I _� e• •�••� • �' - ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). D C D (') ` , • • • •� /•�,� _ --I •M = r= *a ti.. - -•r+. WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR M O r M O—1 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL D X ,t D(1)r INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES Q 0 M n WORM PRESENT IN THE EXISTING PEDESTRIAN FACILITY. Z CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE / m OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA r� r 1.` . jti'� ! �•� FROM IMUTCD TABLE 6H-4. .de 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS i L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED LANE MERGE infoOtilsontech.com co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 u 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH -- -- -- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED):ul 350 350 350 SCALE 50 425' 500' 250' 1 167' 550' 275' 1 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS CD 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 E03K OF E09 of 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE 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 r ARROW PANEL .e _• `� _.'. WORK TRUCK ® (FLASHING ARROW) ,• w�� ,A }l s t- a SHADOW UNIFORMED > +,') •4 Fm VEHICLE TRAFFIC OFFICER i • r g SIGN OD PARAWEBBING '. T l � ea't x T W I N I D_0898GA_04 28"CHANNELIZING - J• 1+ �� • �' DEVICE �■ TWIN FALLS,ID FLAGGER a. Ij j F_ 0 ~ Ix Q t MATERIAL DESCRIPTION QTY ACTUAL NOTES: a ••�, r �' _ •r r1 �e• �. •r` /r l'• O LIj � FOR LANE CLOSURES WHERE W< 10',USE VALUE FOR W=10'. - 1<ti - •� �• 7 Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR •'• ��� . 'ter ��✓�•'"•,' CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L r j -' , '; r` y ' ��• =S' W/60,S=SPEED,W=WIDTH r • ri ♦�� 'M ;� •- -.,�, ,�'-�:�l L. �f•r• �� •i ' , PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _ , ,AND ACCESS RADII. *•�`� r f "�f r' �11� •� •.. f •1~ '�' WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE '�� �' -4•' ' __ ! 7! - r , CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION •'fir• • ' 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. �.—Falls-Ave 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 now 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. _ -r - • , MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND •- COLLECTOR ROADS. ^• I• THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. 7 ti THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD '� 1 !r-•'�'r y, •�. ��• SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES = n _ •. .•�� • ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m Q r 1=TI ~'�• �, �, G,- D _ aNr •, . WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES m PRESENT IN THE EXISTING PEDESTRIAN FACILITY. t 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. J h TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. r 40 M.P.H. OR LESS: L=WS2 /60 UTfLITY �1 WORK 40 M.PH. OR MORE: L=WS AHEAD L=TAPER LIENGTH(FT) _ f' W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT j MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED LANE MERGE infoOtilsontech.com co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH -- -- -- r -- -- -- n 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 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 E03L OF E09 of 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_0898GA_04 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE FALLS AVE 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 `F.'1i+.��++ SIGN oa PARAWEBBING r� �.+ • i Z �,{,;y .1 g y ► f• +� }Y p TWINID 0898GA 04 28"CHANNELIZIN FLAGGER " �`ti + Q TWIN FALLS ID DEVICE ~� . S► �t �1'tL✓r:►� p 2 +af..•r a �t �' ', �. 1'. 7 Q MATERIAL DESCRIPTION QTY ACTUAL NOTES:FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Lys- *. '• , t•,• 1 FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR _ - _ " - ) •• "1.•4 �M . •�/ 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 i r AND ACCESS RADII. -"w,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 - -- _y— 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 SjM _ BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM I' 1 l f 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. D C= y C)G1 THESIG B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ,:� M r m - THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD Q x p m 5 y SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 2 A ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). UTILITY WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR - WORK RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES «� AHEAD PRESENT IN THE EXISTING PEDESTRIAN FACILITY. • a 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 ` + ,~• ' F __ 40 M.PH. OR MORE: L=WS ~• ' ♦ '�'. L=TAPER L1=NGTH(FT) - W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N MBUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE lnfoOtlleontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52 35' 115' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): - 60 100 100 100 CL 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E03M 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' 1 1 1 FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: ® DIGune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«• 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 ® IF LASHING Y. L SHADOW UNIFORMED }' �►'`"� A !� ar L� �i VEHICLE TRAFFIC OF g SIGN OD PARAWEBBING >' y * 1 i 1 !'� • . ! �►' 4 _ �',� TWIN ID 0898GA 04 28"CHANNELIZING �■ ' . ` FLAGGER Ih •. w ��•' 4 • ` " TWIN FALLS,ID DEVICE I �.. r.•� :'i, r •r J r - J ' .' t 4 •L { � � ! MATERIAL DESCRIPTION QTY ACTUAL NOTES: �r••�. ti III"'.M �. �� /yyy���-������` W FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. L •�r' 4 " x Z Q Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR r • P LlJ CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ! f' _ . _ f a � Q �• ~ Q =S' W/60,S=SPEED,W=WIDTH • '7 r!• - - A$i •^ O �11 �r,•� J O W r PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION , Z � . •� S J = y _ � AND ACCESS RADII. ti > - C7 U 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 h ••• REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... + y�, ! _ •' _ - . - . ' • i,•1 ALL DEVICES CONFORM TO CURRENT MUTCD. ,. �,�,y .� y •, . ' - r •�,.� CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. • - 'r- CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 7L CONSTRUCTION CAN BEGIN. >1i i s RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL .o, BE 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 Is y BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM —Fills �, 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. • _ _ _ lblit - THE CDIMENSION 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 OFTHEMIDBLOCKCROSSWALK = C e •�-� .� --�-•' �• SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA v �' f ,•t. �t,. ' FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 1 r ' . •�,' .,� .•,� r 40 M.PH. OR MORE: L=WS w j r N ` '... �'; '• L=TAPER LI=NGTH(FT) -'------/ i., •++e'�. W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT z MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED LANE MERGE infoOtilsontech.com co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 u 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH -- -- -- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 1 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 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 E03N OF E09 00 of1 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_0898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL HARRISONST -&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 --- _ �- ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER gSIGN oa PARAWEBBING 2 � TWINID 0898GA 04 8"CHANNELIZIN DEVICE 1911--■ FLAGGER „" TWIN FALLS ID i d 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 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 OV3HV FIELD CONDITIONS,ETC... MHOM ALL DEVICES CONFORM TO CURRENT MUTCD. AlIlLLf1 CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. n 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 I 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 ORRELOCATED,TEMPORARY TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL �Peir�� - • Y 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 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - - ,- .�.,ti::=r:=t• 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) ANO EAD ' W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N MBUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 LANE SHIFT lnfoOtlleontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 CL 40 305' 267' 133' 1 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 1 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E030 OF E09 0 1 65 645 650' 325' 1 217' 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_o898GA_04 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL WASHINGTON ST 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) ' SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWIN ID 0898GA 04 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 W CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L 0 O =S, W/60,S=SPEED,W=WIDTH ' r0 m PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ca D AND ACCESS RADII. m r WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ;R 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 — '� - J rr t�• BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM — �•CC �r' TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. 1 •.0 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 y RESTRICTION TO THE FIRST SIGN. r p THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND y f �• SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD _ _ O '• • t SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES : . ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 1 — 1 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. ,ww SIDEWALK CLOSED TAPER LENGTHS CALCULATED BY FORMULA •; - CROSS HERE 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 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 co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 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' 1 180' URBAN (HIGH SPEED):ul 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 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 of 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_0898GA_04 LEGEND ADDRESS: DIGS ne- TYPEII SIGN W/HIGH LEVEL WASHINGTONST -&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 (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER a3solo -SIGN Oa Mlvm301S PARAWEBBING I. TWINID 0898GA 04 28"CHANNELIZIN . I Ij DEVICE �■ FLAGGER ( TWIN FALLS ID 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 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L 1n - =S�W/60,S-SPEED,W=WIDTH 05 PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION 0 m AND ACCESS RADII. N WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE m D o� 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 1 _ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM + TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 r 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 7•�yl'. PLACE FOR CONTINUOUS DAYS. 1 "; 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 ••• i': - 1 RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. �!•'r'• Q p THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 1 O SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ,�� i o 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 •.I A }^ PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE j '-: .� ✓I OF THE MIDBLOCK CROSSWALK •r J• + `{1 • 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 s __ 40 M.PH. OR MORE: L=WS 1 c L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT - MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N MBUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE lnfoOtlleontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42 ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 u 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E04A OF E09 0 1 65 1 645' 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_0898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&VI BARRICADE WARNING DEVICE 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 TWINID 0898GA 04 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-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 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 C FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. i y CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE O - CONSTRUCTION CAN BEGIN. �/ ti •,,.•+ oD � ` RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ' BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �'1+•I 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 w 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 10 - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF C THE SAME ROAD. * CD MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND rn !'-•, "- ' 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). m D i/ roar 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. le 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. SIDEWALK TAPER LENGTHS CALCULATED BY FORMULA cLoseD FROM IMUTCD TABLE 6H-4. -' 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS Robbins Ave L=TAPER L1=NGTH(FT) "' •"' ins W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMITpi MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N MBUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE lnfoOtlleontech.com z L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42 ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 u 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E04B OF E09 0 1 65 1 645' 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_0898GA_04 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL WASHINGTON ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING FALLS AVE TWIN ID 0898GA 04 28"CHANNELIZING FLAGGER DEVICE ~E t. 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. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION pis �'d�y FOR ALL SPEEDS. 27 CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES p�J sspd. REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ��b?.� J FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. `r 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 :6;"", 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 I 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. C 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 y RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND i SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD y SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m D WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR O 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 ' CD 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) T•, W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT _.__-�'° ' 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 co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 u 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH -- -- -- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED):ul 350 350 350 SCALE 50 425' 500' 250' 1 167' 550' 275' 1 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS CD 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 of 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' 849 420' 280' FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: ® off UM TYPE II SIGN W/HIGH LEVEL FALLS AVE &;fw ; BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMED • fm VEHICLE TRAFFIC OFFICER • 1 • !' 1; � .� � , g SIGN OD PARAWEBBING w �� A a. TWINID_0898GA_04 28 CDEVICEIZING �■ 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 ► r/• - 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 �•'r 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. Falls Ave W WFIsA 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 - THESAMEROAD. / - 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. UJ 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). ��.q m D • 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. • �PF. - 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) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET CD POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com co z L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS G SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 5 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320 160' 107' :5 35 MPH -- -- -- Y -- -- -- 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' 200' >40 MPH SIZE B SHEET: NTS 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 E04D OF E09 of 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_0898GA_04 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 DIRECTION ADVANCED _ \� OF TRAFFIC WARNING SIGNS �� � �, '" •i�l � Y _--�� ;�,,� Y �': •�% � - ARROW PANEL WORK TRUCK ® (FLASHING ARROW) 4 C J •~ �r SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER ?' f ��+'/. •4 St yY r r� 1 g SIGN Oa PARAWEBBING -.- , "k w TWINID 0898GA 04 28"CHANNELIZIN FLAGGER .•' t"•~K± TWIN FALLS ID DEVICE �■ .i� �w��• .�h+r�. ` 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 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. Falls Ave Falls Ave W 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 f�•� PLACE FOR CONTINUOUS DAYS. FA RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Ic • • ./. 4r 4 -r, BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • ► •, ,•-f - PLACE FOR CONTINUOUS DAYS. a3SOlD �• CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME a 43SO1J UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF >Ilb/M3aIS THE SAME ROAD. - �I-I�IM3OIS 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. 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 Ar PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MI DBLOCK 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. r 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 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N MBUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE lnfoOtlleontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42 ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 u 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E04E OF E09 0 1 65 1 645' 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«� 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 ,'i,r '•�,�� , .:, .0 low ® (FLASHING ARROW) ; ' • ,e���fl`1�' r L - a..i• ' SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER .. r SIGN 00 PARAWEBBING :'1 p'r. t'• ' � r,i•+ ,•7� _ �� TWINID_0898GA_04 28"CH ZING FLAGGER t• T �"` TWIN FALLS,ID DEVICEEVICE ~� - 4 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 1 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. _ - \ �-t,• 3 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ y� • �; 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 _j In - LLI BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM •, C - -• ''-- W W TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 3 O J 0 W '. PLACE FOR CONTINUOUS DAYS. W - = CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME f', UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF fn "'• .. Q to THE SAME ROAD. �-•• I 3 MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND W COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF •� f ' y RESTRICTION TO THE FIRST SIGN. • I THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND • f SIGNS. i 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 i , A r RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL , f, • � 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 - • 1~ • r OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. , • .�f • ' TAPER LENGTHS CALCULATED BY FORMULA 36 FROM IMUTCD TABLE 6H-4. f 40 M.P.H. OR LESS: L=WS2 /60 i{� • 40 M.PH. OR MORE: L=WS fi I •-";. �` ,• L=TAPER LIENGTH(FT) ' 1+ '.�►' � W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 u 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):ul 350 350 350 SCALE 50 425' 500' 250' 1 167' 550' 275' 1 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NTS CD 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 of 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' 849 420' 280' FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE 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 ; + •�j �• , ARROW PANEL WORK TRUCK �` - r .w+•.f^ ® (FLASHING ARROW) . v y,�w •�� ',,� SHADOW UNIFORMED ti�.`��1 LFm ~ VEHICLE TRAFFIC OFFICER l , + " f4. �, t g SIGN ==C=M PARAWEBBING ( e• TWINID_wo 0898GA_04 ..A+ �• e} +, • , 28"CHANNELIZING �� t' + •}._ fi + TWIN FALLS,ID FLAGGER �'i"- Iv DEVICE �+ 1 _ � �: a •!'It �+ � ,. A� '+ +- � � r� ,� -�,]/r� ,• _ '! •��• �: ."f' -: y( MATERIAL DESCRIPTION QTY ACTUAL NOTES •_i • •.•' ` ', • •1 d'' ' >� + FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. �- + �f• ' �" "_ _ • �•' ,, �.,- FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR ✓ } J. p v�1�' • V ••' CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L l . r• �'a)"'f 1 =S' W/60,S=SPEED,W=WIDTH - _ - - „ ✓Vi.� 1* •_J�,, .` _ PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION R 10 AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ - - - FORALLSPEEDS. - - - 5. •- '�•'••. 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. I RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN D RE-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 "` 1 PLACE FOR CONTINUOUS DAYS. +b,!• T ', �' +, - - 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. +f/'�• 14 t f��''r.��+� ' MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND -i ,i 4' - COLLECTOR ROADS. ''�- " �' - •+}' THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF f � ,•� ,�A•�. � 1 � +y� •� � ��.- • RESTRICTION TO THE FIRST SIGN. •� ' • /!F y' ' ♦• THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND U33010 ! • SIGNS. ' • T • a3SOl0 .� THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD r•'. mlvm3ai3 _ _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES -�� �! ft'" • m-mm34iS + ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). • 9 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR i •J" I -,_ _ •� i 1• ,• + RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL \ {{{ ff..4..��•.��� 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 • + S i' SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 6 r TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. / 'r 40 M.P.H. OR LESS: L=WS2 /60 ! + i 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 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 co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 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' 1 180' URBAN (HIGH SPEED):ul 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 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 of 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED r. \= OF TRAFFIC 0 WARNING SIGNS 4 r� ARROW PANEL t' WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMED ` �� fir- �� •� ,.� �, ���_ti r. VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING , y • , ' �'��� r` ,w •f y� , , + r• TWINID_0898GA_04 28"CHANNELIZING DEVICE �■ FLAGGER :r 1 K��y� �•' TWIN FALLS,ID 1 MATERIAL DESCRIPTION QTY ACTUAL NOTES Oft 9 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 - ` -- ---" J > �• -' saMiiwi••_ - =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION - --- - - _ AND ACCESS RADII. ' T WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE +I CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - _ =__ •i REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... j ve­ ALL DEVICES CONFORM TO CURRENT MUTCD. Falls-Ave wf _ 1 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 it 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 L , COLLECTOR ROADS. ti THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF i .s RESTRICTION TO THE FIRST SIGN. . THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND Y ( U3SO1.'I SIGNS. J 0 THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD a W 0 N71dM3UIS SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES O 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 F ! r r 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 f FROM IMUTCD TABLE 6H-4. r 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 ` 1 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 u 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' 1 250' 167' 550' 275' 183' 600' 300' 1 200' >-40 MPH SIZE B SHEET: NTS 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 E04H OF E09 of 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_0898GA_04 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS «� .70 ® WORK TRUCK ARROW PANEL (FLASHING ARROW) •rF.'" SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g TWINID 0898GA 04 SIGN Oa PARAWEBBING TWIN FALLS ID 28"CHANNELIZIN �■ DEVICE FLAGGER �' . • ���. ' MATERIAL DESCRIPTION QTY ACTUAL NOTES: 'sob � •_ 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 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 _ a 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. - J 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 t -�• -.. � _ \ 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. (A MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 0 G COLLECTOR ROADS. Y f7 m k y U THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF Q LLI y D ,j �J W C•1 Rl W RESTRICTION TO THE FIRST SIGN. (n y U = O 0 THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND Q Y D J W W 2 n J J rn U r U THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD () Q Q Q = Y to SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m W U r Q O WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR N ITl 0 V RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 4♦ T 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) f W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N co BUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE lnfoOtlleontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42 ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 u 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 1 645' 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«^ 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 f ARROW PANEL •, �, , �- ' j/�r WORK TRUCK ® (FLASHING ARROW) _„ • ti 1 �� SHADOW UNIFORMED ' _• !j �� • ,�., VEHICLE qq TRAFFIC OFFICERy�i� g SIGN OD PARAWEBBING ••' f TWINID_0898GA_04 28"CHANNELIZING DEVICE �■ FLAGGER w' ` ' .� r ry' .+_ .r ' .� TWIN FALLS,ID • ,�' 4- • I '� + /- t' • f•' ` .f • MATERIAL DESCRIPTION QTY ACTUAL NOTES: i .fir, J_!/► •�r f�y .1r . .t • ,.• �' FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - • // M�.,,� 1• 71 `• r• I • 1 ••ti�� • r• • _ FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR �' - • "'� �'•�'•y,yp f� j �� _ •+ �• • lr CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L • , ` •• f' +f~' r i ' • �! =S' W/60,S=SPEED,W=WIDTH r • ; ti nt ✓ 11 y /r _ PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • ',�,1.• - ,_ f • • - ' , ` ••�y,I ' 1 AND ACCESS RADII. . , -r~._-. _ - - • f •'••^ t -. ' _- ' , 1, WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ��-�ti.y����� f- .. --. - _e.���.y•.,a,,.�•�-� • - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ��•-w�•.��`•�^- - -• -• •- t -�:.a:e�-• 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 • s� _ - _ - - _ - CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLBE 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 OFTHE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. �1 THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF •f•L�,; 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). • - 435010 �,•'♦ - f WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR n 1 )IlVM341S \ w RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL O m ♦ .+�'• •„ __ Y _- INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES '�• 1_ J _ PRESENT IN THE ELu XISTING PEDESTRIAN FACILITY. m D ,• • • ` Q fn CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ( „ _ OF THE MIDBLOCK CROSSWALK U SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. • _I 1 ` ,,•' • ,� •�, Q J •', V) TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 ' a 40 M.PH. OR MORE: L=WS I 4 AVIAN L=TAPER LIENGTH(FT) • - W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH -- -- -- -- -- -- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 1 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 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 co of1 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_0898GA_04 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 DIRECTION ADVANCED OF TRAFFIC WARNING SIGNS ARROW PANEL WORK TRUCK (FLASHING ARROW) ] r• r ' ti SHADOW UNIFORMED �., �''�• VEHICLE TRAFFIC OFFICER i!rl g SIGN oa PARAWEBBING w TWINID 0898GA 04 28"CHANNELIZIN FLAGGER TWIN FALLS ID DEVICE ~� • MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. a FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR vre 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. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSIONFOR REQUIRED SPEEDS . CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - r 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. (J) Y'+ 43SOlD RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM v -- )1l`dM3aIS TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN R1 - PLACE FOR CONTINUOUS DAYS. � CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME r UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF v _ 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. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES L '�� • ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). s 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 4 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA Jr� w FROM IMUTCD TABLE 6H-4. y 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 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N MBUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE lnfoOtlleontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42 ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 u 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E04K OF E09 0 1 65 1 645' 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_0898GA_04 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL °&VI BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS �"a WORK TRUCK ARROW PANEL • ® (FLASHING ARROW) SHADOW UNIFORMED .41 VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBINGOF —• ' 2 ; TWINID 0898GA 04 8"CHANNELIZIN � DEVICE ■ FLAGGER TWIN FALLS ID !, MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. m :1 LILJ77YYY' 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 PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION 00 AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE Avealls CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION Falls Ave W. FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES Falh 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 — •�y•. 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' ., " BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 I'S + '• PLACE FOR CONTINUOUS DAYS. }+y 0 . L V •r .� ilk CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF •• W w THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. : 1 1 �f Y fA THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - >�+ ~ e" I•� `• 7� _ /" +, • RESTRICTION TO THE FIRST SIGN. y f ws _ �ii♦"I17����- O U s I THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND •�• �^1' • , • f SIGNS. i 'f•.f .•'� • •- THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD -+ ! !:T_.�• • 1+' �• r +•L• • 'ti SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ' +► .� /� "rye: I WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �' t �• - '� + - ' RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL •y �. _ INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �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. - ti'• ,�� - w '� TAPER LENGTHS CALCULATED BY FORMULA - v FROM IMUTCD TABLE 6H-4. +'� ' 40 M.P.H. OR LESS: L=WS2 /60 "�.;, ry y •I': �-�A _ 40 M.PH. OR MORE: L=WS .'�y;A+' '�•�.'. ti ����} L=TAPER L1=NGTH(FT) +-� � •'� 1C� ,�,.v W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N co BUFFER ZONE On a Mission 04 POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE lnfoOtlleontech.com z L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 u 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH — 0 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE "I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 SIZE B SHEET: NITS 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 E04L OF E09 0 1 65 1 645 650' 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE c n Wi«r 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 ��•� Y R •f - ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED ' 4b h j- t.rs �r •r +,� �• VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING , t'{� r ' • ` r1 �� t y TWINID 0898GA 04 28"CHANNELIZING �■ 11 �F� 'W y r • '`- DEVICE FLAGGER ", t �, TWIN FALLS,ID 1 : r MATERIAL DESCRIPTION QTY ACTUAL NOTES: ! .• '� �. T ``• :� / � • l•�:~� FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. m ., •-L".'��"""' - �r :' 1 �• �` FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR O a . �,,. �t. �, •'• 1�'��, ry s�• 7 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L y _ ,'f�' ,°y•�, • •r_; T =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION m ��' ���f. r '�I• f + (, ' - AND ACCESS RADII. IT! Or, • /. ) - ,• 't - WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE N - ` '� _ • �y{,'� CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION p f SIDEWALK FOR ALL SPEEDS. ' + h' ' CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES . •� e'- - 1'� t ,c 1- •- 7 CLOSED REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ 1 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 _ *I _ I• - - - - • A. CONSTRUCTION CAN BEGIN. ` [�. - - �.i�. �`• ,•• 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 1 \� 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 y ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). y �, I !v WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR + _ t , l �� •�i '►.+ r;,,^'Y RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL t !• •►' ` ! _ 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 .r - i r - ^( t OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. `•• r - '" ♦�... _ • �` •• TAPER LENGTHS CALCULATED BY FORMULA i I �•-� I , �� V FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS r r_7 L=TAPER LI=NGTH(FT) •� _ W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com co z L y2 L % L L % L % L L y2 L y3 L NOT DRAWN TO SCALE REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH -- -- -- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180' URBAN (HIGH SPEED):ul 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS CD 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 E04M OF E09 of 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«• 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 N W g SIGN OD PARAWEBBING W V = TWINID_0898GA_04 28"CHANNELIZING Y N DEVICE �■ FLAGGER * Q to TWIN FALLS,ID • MATERIAL DESCRIPTION QTY ACTUAL W NOTES: • �•� U FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ryJ FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR j• f 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 -*. '��" ` �• - i�,r, 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 Jt Falls-Ave 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 -- well COLLECTOR ROADS. -- _ _THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. -IF IT 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 a OF THE MIDBLOCK CROSSWALK 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. �".rrf•. ' 40 M.P.H. OR LESS: L=WS2 /60 i�4 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) �t W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITLA MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 u 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):ul 350 350 350 SCALE 50 425' 500' 250' 1 167' 550' 275' 1 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS CD 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 E04N OF E09 of 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' 849 420' 280' FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL HARRISON ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED Falls-Ave Falls-Ave-W \� OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER _ g SIGN OD PARAWEBBING 3a3assoao G3SOl�NltlM3OIS TWND 0898GA 04 28"CHANNELIZING 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. 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- 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. -y - 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 r ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). "—ram• WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL Harris • ��' "�-1'1 i` '�� 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 0 _ 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 y 40 M.PH. OR MORE: L=WSOIL— c L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT r 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 co z 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 K DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION woo 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 08/11/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH -- -- -- H -- -- n 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 1 167' 550' 275' 1 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS CD 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 E040 OF E09 of 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_0898GA_04 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) )tbaM A. I END TWINID 0898GA 04 FORD WORK OYON TWIN FALLS,ID .. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL (optional) Twr rflptional) HdW A A 'r B OY3HY avow iNYI ENO 50 to 100 ft (optional) + j Buffer space !optional) i I Buffer space (optional) 50 to 100 M "'WILD ELIE 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. ancowlwc 1A TRAFFK (optional)- . • y (sae Section 38.16 TILSON c 8 (optional) On a Mission o T- (207)591-6427 F- (207)772-3427ro } 04F tANE Irocnaont�n.c«m a �-T ROAD REVISIONS AHEAD o (optional;! DATE DESCRIPTION INITIAL I u 1 C 02/17/23 INITIAL SUBMISSION WDD 08/11/23 REV 1 NV 3 _ QN3 4. — � ioptional) SCALE a ROAD SIZE B SHEET: NTS 00 WORK SIZE D SHEET: NTS co AHEAD SHEET E05 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 04 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG Dig Line,Inc. F 11.I U I u G H ;1 . Lino C l u,,u i w, r:I 1 1 -1 61l 11(l l U l 11 -v o l l 811 or 800-342-1585 C11tI_�r:tlllllll 1,rrrlurll�,, +, Tal-:; I ;I GYAH4 TWINID 0898GA 04 ra�M t TWIN FALLS,ID t7�YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL L 1 T 004 (optional! _ — BL.fler sp�lc� (optional! N X ,1ft N Temporary solid_ white lane line Buffer space N (o plional) N ,12 L '5=speed in mph N TILSON On a Mission c� o T- (207)591-6427 F- (207)772-3427 t 4S ft' InPoOttlaontech.com z t REVISIONS DATE DESCRIPTION INITIAL < > C 02/17/23 INITIAL SUBMISSION WDD Note See Tables 6H-2 and I 08/11/23 REV 1 NV 6H-31or the meaning i +I --- of the syntibols anWor t ROAD _ letter codes used in this figure. WORK _ 0 AHEAD Typical Application 31 SCALE o YP pP SIZE B SHEET: NTS a SIZE D SHEET: NTS 00 lb SHEET E06 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 04 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 0898GA 04 TWIN FALLS,ID <*"I I t 1 MATERIAL DESCRIPTION QTY ACTUAL C B t xrn 'r or B or 1 T [�o L Temporary white Buffer space alga Irn2 (optional) 1 1,,2 L MIN. Temporary ' 112LMIN < > yellow lirl?S y AX IMPH 1!2 L MIN. I,opbonal TILSON c� /J On a Mission o / T- (207)591-6427 F- (207)772-3427 '_• _� I _' r InPoOtIsontech.com 0 r1 aREVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD �Mt 08/11/23 REV 1 NV COIL 3 Nola: See Tables 6H-2 and 614-3 for the mearurtip of the t _ rI symbols and+or latter — WORK v Codes used in this fi-gure. AHEAD SCALE vI o SIZE B SHEET: NTS I Typical Appllcatlon 32 SIZE DSHEET: NTS co SHEET E07 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 04 WORK ON PARKING LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585 High-Speed Highway (TA-32) TWINID 0898GA 04 TWIN FALLS,ID t1 MATERIAL DESCRIPTION QTY ACTUAL C B t xrn 'r or B T 1 T [�o L t 10 — Temporary white Buffer space adga Irn2 (optional) 1,,2 L MIN. Temporary ' 112LMIN yellolw lirl?S yyy _ - AX 1/2 L MIN. I,Gpbonal. TILSON c� /J On a Mission o / T- (207)591-6427 F- (207)772-3427 '_• _� I _' r InPoOtIsontech.com 0 r1 aREVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION WDD �Mt 08/11/23 REV 1 NV COIL 3 Nola: See Tables 6H-2 and 614-3 for the meaNK of the t _ rI symbols and+or latter — WORK v Codes used in this fi-gure. AHEAD SCALE vI o SIZE B SHEET: NTS I Typical Appllcatlon 32 SIZE DSHEET: NTS co SHEET E08 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 04 SIDEWALK CLOSURE ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29) ` (optional) T � -0 = W TWINID 0898GA 04 C t J p� y TWIN FALLS,ID W y MATERIAL DESCRIPTION QTY ACTUAL � a onf �- .7K � �. a 5 r or n j T x =� o Temporary B marking for crosswalk linos (cross-hatching optional) _ C30 P 0 0 Q u x J 1M K y � n u v i SIDEWALK CLOSED i sgCNALK Gl4SLD AHEAD "K$$HERE Note: Rx long-term stationary T I L S O N work,the double Yellow on a Mission o center line andlor T: (207)591-6427 F: (207)772-3427 lane Ines should be Irroocnaonlecn.c«m removed between the O ROAD crosswalk lines. REVISIONS NQRK DATE DESCRIPTION INITIAL � See Tables 61-1-2 and 81-1-3 02/17/23 INITIAL SUBMISSION WDD o AHEAD for 1ho meaning of the 08/11/23 REV 1 NV < symbols ar*or letter codas used in this figure. CL rI v SCALE Typical ApplIcation 29 SIZE BSHEET: NTS a SIZE D SHEET: NTS 00 co SHEET E09 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 04