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Home My WebLink AboutTWINID_0898DA_08_TCP_REV1 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898DA 08 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � ® Cwufm- C.M Dig Line,Inc. STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN REFERENCE CITY OF TWIN MARTIN ST MAJOR COLLECTOR FALLS, ID MANUAL OR THE TEMPLATES AT BACK OF TCP FOR WORK ON LOCAL STREETS. TWINID_0898DA_08 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL PROPOSED CONDUIT IMAJOR COLLECTOR ROADS e C !� ® :d t ' 1130rah Avenue West • Harry Barry Park Avon - t,e West 1 Heyburn Av � � I I ICI _ shOUp AyenUe bleat TIL50N� — — — _ _ — .# • , I �' T. (207) 591-6427 F: (207) 772-3427 info®tilsontech.com .93 ,4.a__ j - Cornerstone REVISIONS � Baptist DATE DESCRIPTION INITIAL 1 r ~► r 4 �. •,� r 1y L Church 09/ /23 INITIAL SUBMISSION ALS 09/11 /23 REV 1 ALS � — � • � � — _ I SCALE 30 SIZE B SHEET: NITS SIZE D SHEET: NTS SHEET E02 OF E09 ,.A • FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® D_lf k siG_&;un_�_.�_ Ca TYPE II SIGN W/HIGH LEVEL MARTIN ST 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 OV3Hv WORK TRUCK ® (FLASHING ARROW) MaOM uril�n SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING i TWINID 0898DA 08 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L -� =S' W/60,S=SPEED,W=WIDTH >� _�►' PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION )'M AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ' CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION • FOR ALL SPEEDS. ' 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. 1 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 I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND J 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 t SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). �.• 1 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR J 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 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. m� 40 M.P.H. OR LESS: L=WS2 /60 UTILITY 40 M.PH. OR MORE: L=WS woRlc L=TAPER LIENGTH(FT) AHEAD W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 LANE SHIFT infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/1 1/23 REV I ALs 30 L =WS2 200' 150' 1 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 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' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 1 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 1 275' 183' 605' 303' 202' 660' 330' 1 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 1 257 840' 420' 280' FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® D_lf k siG_&;un_�_.�_ Ca TYPE II � SIGN W/HIGH LEVEL MARTIN ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL GV3HV (FLASHING ARROW) �210M SHADOW UNIFORMEDFm A117r1n VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898DA 08 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: Il"Y 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. ram. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION Q 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 r 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 r ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ 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 1 FROM IMUTCD TABLE 6H-4. tl r 40 M.P.H. OR LESS: L=WS2 /60 JJ woRKY 40 M.PH. OR MORE: L=WS I) - Y , 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 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 LANE SHIFT infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/1 1/23 REV I ALS 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 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' 1 147' 98' 320' 160' 107' :5 35 MPH 45 360' 450' 225' 150' 495' 1 248' 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL —°•V' BARRICADE WARNING DEVICE MARTIN ST PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS oa3Hv 0 N WORK TRUCK ® ARROW PANEL iao 11 y4 (FLASHING ARROW) SHADOW UNIFORMED ' VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING I` _ j. Q _ TWINID 0898DA 08 28"CHANNELIZING FLAGGER TWIN FALLS ID DEVICE ~� C 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 { q 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. J_ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE � � - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. . CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Ss! � • 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 V PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME rt 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 SIGNS. t THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ;•'��T RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ' OF THE MIDBLOCK CROSSWALK _ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 4•, % L UTILITY TAPER LENGTHS CALCULATED BY FORMULA ►�• WORK � `,- 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) ,`,��.. • o x W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMITi". ' MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED LANE SHIFT lnfoOtilsontech.com L %2 L V3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/11/23 REV 1 ALS 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 250' 204' 102' 68' 225' 112' 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' 167' 550' 275' 183' 600' 300' 200' >:40 MPH 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 1 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' FI LE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® pmune. zJt TYPE II � SIGN W/HIGH LEVEL MARTIN 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 @RD ®WORK TRUCK ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING — — 2 TWINID_0898DA_08 8"CHANNELIZING DEVICE �■ FLAGGER _ TWIN FALLS,ID (]V3HV MATERIAL DESCRIPTION QTY ACTUAL NOTES: maOM ' r� FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. �.�„ Allllf} J 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 • Ir =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 i FOR ALL SPEEDS `"�•�•�� _ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL \ FIELD CONDITIONS,ETC... - �• w 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 8:30AM-3:OOPM _ TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN D r PLACE FOR CONTINUOUS DAYS. Q x 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 M UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ` 'u•• • ,�• THE SAME ROAD. • '• {• ••.• MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND lb `L •N • " 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). 1 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL UTILITY INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES WORTS _ PRESENT IN THE EXISTING PEDESTRIAN FACILITY. AHEAD " CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. ' 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER 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 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 SHOULDER CLOSURE infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/11/23 REV I ALs 30 L =WS2 200' 150' 1 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 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' 167' 550' 1 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 1 275' 183' 605' 303' 202' 660' 330' 1 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® D_lf k siG_&;Uffl-_ Ca TYPE II � SIGN W/HIGH LEVEL MARTIN ST 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 p w WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER 17V3Hy kl10111 SIGN OD PARAWEBBING All'illll TWINID 0898DA 08 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH or 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 .Yl� 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 ,Y 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 - THESAMEROAD. f 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 11 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 • � - � 2.- 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. ti 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 UTILITY , RK L=TAPER LIENGTH(FT) *� �AHEAD W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Aft MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 LANE SHIFT infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/1 1/23 REV I ALs 30 L =WS2 200' 150' 1 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 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' 167' 550' 1 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 1 275' 183' 605' 303' 202' 660' 330' 1 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 1 257 840' 420' 280' 1 1 1 FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® D_lf k siG_&;un_�_.�_ Ca TYPE II � SIGN W/HIGH LEVEL MARTIN ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) OV3HN SHADOW UNIFORMED ANOM Fm VEHICLE TRAFFIC OFFICER Allian g SIGN OD PARAWEBBING j' T W I N I D_0898DA_08 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� ' MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. - , CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. . 1 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 I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFF• RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 UTILITY 40 M.PH. OR MORE: L=WS WORK AHEAD , 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 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 LANE SHIFT infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/1 1/23 REV I ALS 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 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' 1 147' 98' 320' 160' 107' <_35 MPH 45 360' 450' 225' 150' 495' 1 248' 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® pmune. zJt TYPE II � SIGN W/HIGH LEVEL MARTIN 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 WORK TRUCK ® ARROW PANEL r i (FLASHING ARROW) •:„r Ob3HV SHADOW UNIFORMED �laonn r Fm �unlin VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING — ' TWINID 0898DA 08 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L y =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. 1` WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE • CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. _ CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ' CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL .� BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ' TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE 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 I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND _M 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 - IIIIIIIII PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 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. �I TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. UT 40 M.P.H. OR LESS: L=WS2 /60 ILITYwORK 40 M.PH. OR MORE: L=WS AHEAD 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 L L % % % 1 LANE SHIFT infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/1 1/23 REV I ALS 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 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' 1 147' 98' 320' 160' 107' <_35 MPH 45 360' 450' 225' 150' 495' 1 248' 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03F OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® D_lf k siG_&;un_�_.�_ Ca TYPE II � SIGN W/HIGH LEVEL MARTIN ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMED py3Ny VEHICLE TRAFFIC OFFICER 1ItlOMEr JLLl�llfl SIGN OD PARAWEBBING T W I N I D_0898DA_08 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 a PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION F AND ACCESS RADII. • WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE F 1 CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. Y ~t CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. m _ CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE t CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL . Q 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. } Y 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). A WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ' OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. unurr . 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS 4HEAD _ 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 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 LANE SHIFT infoOtilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/11/23 REV I ALS 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 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' 1 147' 98' 320' 160' 107' :5 35 MPH 45 360' 450' 225' 150' 495' 1 248' 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03G OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE MARTIN ST 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 — VEHICLE TRAFFIC OFFICER g SIGN 1111=1=31111111 PARAWEBBING ■ TWINID 0898DA 08 28"CHANNELIZIN DEVICE �■ FLAGGER _ • TWIN FALLS ID 1 - MATERIAL DESCRIPTION QTY ACTUAL NOTES: '� •' FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ow FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR fJ'V3HV CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L NiiOM _ =S�W/60,S-SPEED,W=WIDTH Alllllfl ~ PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION + AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE P �, 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 o PLACE FOR CONTINUOUS DAYS. _ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL y•• � BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _ THE SAME ROAD. . MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR Oft RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL UTILITY C INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES Ila WORN PRESENT IN THE EXISTING PEDESTRIAN FACILITY. AHEAp 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. ac,� TAPER LENGTHS CALCULATED BY FORMULA A r FROM IMUTCD TABLE 6H-4. - 40 M.P.H. OR LESS: L=WS2 /60 Or _ 40 M.PH. OR MORE: L=WS .� t 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 BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE lnfoOtilsont•ch.com L %2 L Y3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/11/23 REV 1 ALS 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 250' 204' 102' 68' 225' 112' 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' 167' 550' 275' 183' 600' 300' 200' >:40 MPH 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03H OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 1 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' FI LE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® pmune. TYPE II � SIGN W/HIGH LEVEL zJt MARTIN 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 a�Hy WORK TRUCK ® ARROW PANEL �llolN (FLASHING ARROW) A117LLn i SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER �. g SIGN OD PARAWEBBING TWINID 0898DA 08 28"CHANNELIZING FLAGGER • ` TWIN FALLS,ID DEVICE ~� �`• r, �. �r� MATERIAL DESCRIPTION QTY ACTUAL NOTES: - r 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 Ir _ •I CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION • ��i t �• 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. ,v.. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. ll _ 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 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 - RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. r THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). + e WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA Zi r ��• �` UTILITY FROM IMUTCD TABLE 6H-4. -�5:� •• WORK 40 M.P.H. OR LESS: L=WS2 /60 4 •; AHEAD 40 M.PH. OR MORE: L=WS �� •D 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 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 LANE SHIFT infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/11/23 REV I ALS 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 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' 1 147' 98' 320' 160' 107' :5 35 MPH 45 360' 450' 225' 150' 495' 1 248' 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E031 OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: DlWne- TYPE II SIGN W/HIGH LEVEL —°'V' BARRICADE WARNING DEVICE MARTIN ST PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 /� DIRECTION ADVANCED _ • \= OF TRAFFIC WARNING SIGNS • ARROW PANEL haonn -- WORK TRUCK ® (FLASHING ARROW) urnin r SHADOW UNIFORMED r VEHICLE TRAFFIC OFFICER i t g SIGN oa PARAWEBBING TWINID 0898DA 08 28"CHANNELIZIN FLAGGER TWIN FALLS ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: Is �:-•' �`v�„'v ..�� • 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 y 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. �V i WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE . . CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION i •`� • .'ti• ,,3 _ - ,•f r FOR ALL SPEEDS. I�i • iil CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 1• • ,� �` REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL I+•" FIELD CONDITIONS,ETC... ! • ''�'� • ALL DEVICES CONFORM TO CURRENT MUTCD. ✓ • - - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. w •- CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE v 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. I RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. 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 THE SAME ROAD. r MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND t— -- 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. 4' /• THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �` 1 t Q SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 0= ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). C WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. - —�- 40 M.P.H. OR LESS: L=WS2 /60 -: UTILITY WORK 40 M.PH. OR MORE: L=WS S AHEAD L=TAPER L1=NGTH(FT) o A W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED LANE SHIFT infoOtileontech.com L %2 L V3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/11/23 REV 1 ALS 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 250' 204' 102' 68' 225' 112' 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' 167' 550' 275' 183' 600' 300' 200' >:40 MPH 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240, SHEET E03J OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 1 280' FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL MARTIN ST cn 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 W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING S ' 28"CHANNELIZING Z TWINID_0898DA_08 DEVICE �■ FLAGGER f' 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 t CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ldfiL =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 Aft CONSTRUCTION CAN BEGIN. �• - II 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 I,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 PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND -� COLLECTOR ROADS. - THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ' SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 4 SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r0 m ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). T D WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 7C RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER 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 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/11/23 REV I ALs 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 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' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 1 275' 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 E04 OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL MARTIN ST &;fw&c BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS r WORK TRUCK ARROW PANELchek, I ® (FLASHING ARROW) SHADOW UNIFORMEDFm _ VEHICLE TRAFFIC OFFICER g SIGN ===PARAWEBBING y • T W I N I D_0898DA_08 DEVICE FLAGGER v � • 1 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 ••`+ • •'•- M m CALCULATE"L"USING FORMULA,FOR SPEEDS>45:L=WS,SPEEDS<45:L •S' W/60,SSPEED,W=WIDTHPLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. - • �; - _•WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITECONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSIONFOR ALL SPEEDSCONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONESREQUIRED 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 �- r PLACE FOR CONTINUOUS DAYS. y, CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME I :�• , UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF - - THE SAME ROAD. * i MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND n f COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF / RESTRICTION TO THE FIRST SIGN. •, - r THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND f/)1 SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 4•�� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - - - SIDEWALK INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. r V� 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. ,lrrl w TAPER LENGTHS CALCULATED BY FORMULA Ave 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 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.com L %2L % L L % L % L L 12L %3L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/11/23 REV I ALs 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 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' 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL MARTIN ST &;fw&c BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMEDFm VEHICLE TRAFFIC TRAFFIC OFFICER g SIGN OD PARAWEBBING a3sOl� TWINID 0898DA 08 28"CHANNELIZING NltlM301S - 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 OW CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL 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 J O BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Q W TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ;O PLACE FOR CONTINUOUS DAYS. p J RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL y U 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 J O THE SAME ROAD. Q W MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ;N COLLECTOR ROADS. W O THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA r. 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 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/1 1/23 REV I ALs 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 305' 267' 1 133' 89' 293' 1 147' 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' 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 E04B OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 1 385' 257 840' 420' 280' 1 1 1 FILE NAME:TDS TWINID 0898DA 08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL MARTIN ST cn BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMEDFm • VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING 28"CHANNELIZING f TWINID_0898DA_08 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 • JI =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 .• .I CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. r� 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. _-_�T«! YCa �- CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. Q CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 3 N • - CONSTRUCTION CAN BEGIN. - �� //� ` N U 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. I 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. - SIDEWALK III f f THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. CLOSED • t THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR a 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 y M OF THE MIDBLOCK CROSSWALK > • Ir• 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=WSv 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 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 09/01/23 INITIAL SUBMISSION ALS ROAD TYPE 09/1 1/23 REV I ALs 30 L =WS2 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 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' 167' 550' 1 275' 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 E04C OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 08 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) )f�IOM A. I FOADNWORK ED TWINID 0898DA 08 OYON 1 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 e (optional) T I On L a Mission T- (207)591-6427 F- (207)772-3427 } 04F tAME InfoOdsontech.00m ROAD AHEAD REVISIONS (optional,, DATE DESCRIPTION INITIAL e Il� 1 09/01/23 INITIAL SUBMISSION ALS /�a6 avn T 7 t '�/ 09/11/23 REV 1 AILS ON3 46 MPN ' {cpUor.all ioptional) SCALE SIZE B SHEET: NTS ROAD WORK SIZE D SHEET: NTS AHEAD SHEET E05 OF E09 FILE NAME:TDS TWINID 0898DA 08 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG Dig Line,Inc. Figure 6H-31. Lane Closures on a Street with Uneven 811 or 800-342-1585 Directional Volumes (TA-31) TWINID 0898DA 08 ( V3H1/ TWIN FALLS,ID N HOJA r MATERIAL DESCRIPTION QTY ACTUAL �T A L ® i ac:c> (optional l Buffer space I opti onal) N - \ N Temporary solid while lam line \ i �— Buffer space \ (opWal) N N ML `S=speed in mph `N `N T I L S O N On a Mission T: (207)591-6427 F: (207)772-3427 1 InfoOtIsontech.com ~c +'• An REVISIONS DATE DESCRIPTION INITIAL n 09/01/23 INITIAL SUBMISSION ALS Mate: Sea Tables 6H-2 and �j 09/11/23 REV 1 AILS 6H-3 for the moaning i 1 of the symbols andlor ROAD letter codes used in '��___ WORK Ns figure. - - SCALE AHEAD Typical Application 31 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET E06 OF E09 FILE NAME:TDS TWINID 0898DA 08 HALF-ROAD CLOSURE MULTI-LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a M1,1Iti-Lane. 811 or 800-342-1585 High-Speed Highway (TA-32) TW I N I D_0898 DA-08 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL AZJ;M C Z I LI►U 11111111171 AOAD NOR[ 1131 L1 /~ t Temporary white Buffer space edge Ilne (optional) r 1!2 L MIN. --- I r Y® l Temporary 112 L MIN. < > yellow lines xx Ll 112 L MIN. (optional, MtlOM DMOH � AM1 T LS0v, a M! AISN' T: (207) 591-6427 F: 772-3427 I AMI info®tilsontech.coh.com Shouldor tape, isee Note 2'1 fl REVISIONS DATE DESCRIPTION INITIAL 09/01/23 INITIAL SUBMISSION ALS I 09/11/23 REV 1 ALS i } \ tar CLO{LC Nola- Sae Tables 6H-2 and&H-S n for the meaNK of the nawo symbols andVor letter t t woRK SCALE codes used in this figure, AHEAD SIZE B SHEET: NTS SIZE D SHEET: NTS Typical Application .32 SHEET E07OFE09 FILE NAME:TDS TWINID 0898DA 08 WORK ON PARKING LANE ® DIG Dig Line,Inc. Figure 61-1-32. Half Road Closure on a MU Iti-Lane. 811 or 800-342-1585 High-Speed Highway (TA-32) TWINID 0898DA 08 TWIN FALLS,ID 11J;;M MATERIAL DESCRIPTION QTY ACTUAL � C Z I LI►U 1MW AOAD NORt U11 L1 . /~ t Temporary white Buffer space ;; edge Ilne (optional) r 1!2 L MIN. --- I r Y® < > l Temporary 112 L MIN. yellow lines xx 112 L MIN. (optional, Mtl0 a"] T TILSON OMl / On a Mission J! T: (207)591-6427 F: (207)772-3427 ` M:I I AM1 InPoOdsontech.com Shoulder tape, isee Note 21 fl REVISIONS DATE DESCRIPTION INITIAL 09/01/23 INITIAL SUBMISSION ALS 09/11/23 REV 1 AILS NL tar CLOW Note- See Tables uH-2 and 614-3 1.. n for the meanirrp of die symbols andVor letter t t naA� SCALE WORK codes used in this fi-gure, AHEAD SIZE B SHEET: NTS SIZE D SHEET: NTS Typical Application .32 SHEET E08OFE09 FILE NAME:TDS TWINID 0898DA 08 SIDEWALK CLOSURE ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 6H-29. Crosswalk Closures and Pedestrian Detours (TA-29) r,optian::i c->t -0 z �c t TWINID 0898DA 08 N N 0110 TWIN FALLS,ID * WO p MATERIAL DESCRIPTION QTY ACTUAL W _ Z O V � l a T �c Temporary u marking for crosswalk linos (cross-hatching —}. optional) 1 = O O D 1► - v J W K „ i O y � � u O SIDEWALK i = CLOSED S19EMALK CLOSED i Ago 4— MOSS HERE ' Note: For long-term stationary T I L S O N work.the double yellow 0n a Mission center line and or T: (207)591-6427 F: (207)772-3427 lane Ilnas should M inrootnaontech.00m removed between the ROAD crosswalk lines. REVISIONS NORK See Tables 6H,2 and BH-3 DATE DESCRIPTION INITIAL AHEAD 09/01/23 INITIAL SUBMISSION ALS for me moaning of the 09/11/23 REV 1 AILS symbols ancVor lour codes used in this figure. SCALE Typical Appllcatlon 29 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET E09 OF E09 0 FILE NAME:TDS TWINID 0898DA 08