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HomeMy WebLinkAboutTWINID_0898HA_09_TCP_REV1 (2) TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898HA 09 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � ® DMLVW- Dig Line,Inc. STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN REFERENCE CITY OF TWIN FILER AVE E COLLECTOR FALLS, ID MANUAL OR THE TEMPLATES AT BACK OF TCP FOR WORK ON LOCAL STREETS. N 3100E ARTERIAL MADRONA ST N COLLECTOR TWINID_0898HA_09 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ARTERIAL ROADS PROPOSED CONDUIT ICOLLECTOR ROADS ... Baptist P.A110110 Vv- Church Cascade Park z� �. Casrado Park Mad I , Stadium Boulevard I I I � • I � �ilU4�l0ifidJk l�V a y u L — _- - - - - - - - - I I f + q. TIL50N 16 a JIL l4 T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com rir REVISIONS C `? C DATE DESCRIPTION INITIAL 03/24/23 INITIAL SUBMISSION AM C ( I I .1 09/08/23 REV 1 NV I I S I rise Park 0 iar� P I ` - - I rn A nue E SCALE U i o L _ _ _ _ _ I a AID SIZE B SHEET: NITS SIZE D SHEET. NTS 00 0 SHEET E02 OF E09 0I o - z - 3 Tn�ssin 17rsar _. FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® D_ O_ un_�_R_ TYPE II SIGN W/HIGH LEVEL MADRONA ST N CONSTRUCTION CREW MAY ONLY OCCUPY BARRICADE WARNING DEVICE STREETS ADJACENT TO AND IN THE VICINITY PERMANENT TWIN FALLS, ID OF A SCHOOL BETWEEN 9:OOAM-3:OOPM. Dig Line,Inc. MARKING WORK ZONE CONTACT THE SCHOOL OFFICE AND REVIEW /� DIRECTION ADVANCED CONSTRUCTION OPERATIONS WITH THE 811 or 800 342 1585 \� PRINCIPAL,WORKING WITH THE SCHOOLS TO OF TRAFFIC WARNING SIGNS Stadium Stadium Blvd ' ACCOMMODATE THEIR OPERATIONS. W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMED1779 VEHICLE TRAFFIC OFFICER =00 g SIGN OD PARAWEBBING k�pM ra AJ:I�LLfl �"'� • TWINID_0898HA_09 28"CHANNELIZING FLA Vi TWIN FALLS,ID DEVICE ~� 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 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ' TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. . CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 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 yIl SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD I }d Y - 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 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED LANE SHIFT info®tilsontech.com 22 L j2 L j L L j L % L L Y2 L %3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT 0 DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 1 83' 55' 180' 1 90' 60' A B C L =WS2 3 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 oI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 200' ?40 MPH 350 350 350 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 E03 OF E09 oI 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 1 233' 770' 385' 257 1 840' 1 420' 1 280' FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL MADRONA ST N CONSTRUCTION CREW MAY ONLY OCCUPY BARRICADE WARNING DEVICE STREETS ADJACENT TO AND IN THE VICINITY PERMANENT TWIN FALLS, ID OF ASCHOOL BETWEEN 9:OOAM-3:OOPM. Dig Line,Inc. MARKING WORK ZONE CONTACT THE SCHOOL OFFICE AND REVIEW /� DIRECTION ADVANCED CONSTRUCTION OPERATIONS WITH THE 811 OF S00342 1SSS \� PRINCIPAL,WORKING WITH THE SCHOOLS TO OF TRAFFIC WARNING SIGNS 0ACCOMMODATE THEIR OPERATIONS. ARROW PANEL WORK TRUCK ® (FLASHING ARROW) Ham Fm SHADOW UNIFORMED AJLZi2f1 VEHICLE TRAFFIC OFFICER •. g TWINID 0898HA 09 SIGN OD PARAWEBBING 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: > >, FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. CL ` ►' ' 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. CL RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ' BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM N TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN L y• 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 n 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 CL , •`r SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD03 .� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES YY ;� ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). 'T'�•, 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 iL- SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. r TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 --1.� urluTv 40 M.PH. OR MORE: L=WS r woRK - AHEgD ' 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 BUFFER ZONE POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED LANE SHIFT info®tilsontech.com L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C L =WS2 3 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 oI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180' URBAN (HIGH SPEED): SCALE 01 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS =I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09 oI 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_0898HA_09 LEGEND ADDRESS: ® pmu.....,ne. TYPE II SIGN W/HIGH LEVEL MADRONA ST N CONSTRUCTION CREW MAY ONLY OCCUPY BARRICADE WARNING DEVICE STREETS ADJACENT TO AND IN THE VICINITY PERMANENT TWIN FALLS, ID OF ASCHOOL BETWEEN 9:OOAM-3:OOPM. Dig Line,Inc. MARKING WORK ZONE CONTACT THE SCHOOL OFFICE AND REVIEW /� DIRECTION ADVANCED CONSTRUCTION OPERATIONS WITH THE 811 OF 800-342-1585 \� PRINCIPAL,WORKING WITH THE SCHOOLS TO OF TRAFFIC WARNING SIGNS ACCOMMODATE THEIR OPERATIONS. W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OO PARAWEBBING TWINID_0898HA_09 28"CHANNELIZING � DEVICE 1--■ FLAGGER , TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES:FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. OV7HV 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 ALlllfl! ` 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. 1 CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE I �, 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. s MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. f THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF �j... 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 lob• UTILITY - INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ! WORK PRESENT IN THE EXISTING PEDESTRIAN FACILITY. L AHEAO 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 BUFFER ZONE POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 SHOULDER CLOSURE info®tilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C L =WS2 3 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 oI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 1 200' ?40 MPH 350 350 350 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 oI 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FILER AVE E &;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 WORK TRUCK ARROW PANEL I, ® (FLASHING ARROW) f SHADOW UNIFORMED ' _ ��•' t!•j r' Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID_0898HA_09 28"CHANNELIZING DEVICE FLAGGER i fiy TWIN FALLS,ID a MATERIAL DESCRIPTION QTY ACTUAL NOTES: , *-Y•' Y Q FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. _ Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR .� //� •• .- �� J Q 0 W LATE"L CALCU "USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L P 1 =S' W/60,S=SPEED,W=WIDTH �, „� tI 11•~ , 'T a PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _ , • AND ACCESS RADII. tr��;,♦ _ }ti WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE y ♦r CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION V3 HV 7 ' w •• FOR ALL SPEEDS. v �• a +, �' 7M CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES N 2i OM ♦ i REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �1I1 ill 1 + , y ., • ♦*i_ yyy FIELD CONDITIONS,ETC... 1 1 • , ALL DEVICES CONFORM TO CURRENT MUTCD. - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. h �� '�f•' + 1 �L 1 • • 9r _ CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ', , t; r,•� '� CONSTRUCTION CAN BEGIN. 'f • RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - - •,�• A�M BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1 5 •' TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ' PLACE FOR CONTINUOUS DAYS. _ - a • + RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL a 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 1ti�M�M + J • •• err THE SAME ROAD MUST MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND �'� COLLECTOR ROADS. j`y��/^� y♦,♦.. r THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ♦- ♦ /,•• �� ' �-� RESTRICTION TO THE FIRST SIGN. .- lipUTILITY THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ♦ ' 10 SIGNS. WORK 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). AHEAD WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR _ •• RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL D C C INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES = PRESENT IN THE EXISTING PEDESTRIAN FACILITY. m O Ff r11/y.. ''" `�•� CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE D /� OF THE MIDBLOCK CROSSWALK y{ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 7 TAPER LENGTHS CALCULATED BY FORMULA fir 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 SHOULDER CLOSURE info®tilsontech.com 22 L %2 L % L L % L % 1 L L 12 L %3 L NOT DRAWN TO SCALE z REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT 0 DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 1 83' 55' 180' 1 90' 60' A B C L =WS2 3 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 oI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 1 200' ?40 MPH 350 350 350 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 E03C OF E09 oI 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 1 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILER AVE E 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 y (FLASHING ARROW) SHADOW UNIFORMEDFm — VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING w TWINID_0898HA_09 28"CHANNELIZING FLAGGER 1 TWIN FALLS,ID DEVICE ~� •. �` Y ❑ MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. P - / 0 W FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR • �� .,`ti CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L •� r ,.T:A l L � =S' W/60,S=SPEED,W=WIDTH s • i� PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • ti� ~ j AND ACCESS RADII. »• • �� ae3HV WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE � /� � � CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION . •• 16 NNO�` FOR ALL SPEEDS. f • Jtv /Y, CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES' �i�i 1^ REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL A 11 1 , FIELD CONDITIONS,ETC.. L� F , 4 � • ALL DEVICES CONFORM TO CURRENT MUTCD. - - - 7 . - s•.r ♦ I • CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - TTT I 11 CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ L ' � l • - CONSTRUCTION CAN BEGIN. ow'' -• - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Filer A TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Filer Ave E Filer Ave ve E Filer Ave W PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - ` PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. - I :7 "'�n �'•'�+�^ ..w�L� MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 4 '�- COLLECTOR ROADS. - I'► THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. N ; THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ■ ;. I '� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES - ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). W^z _ WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR - m O RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _r • /` PRESENT IN THE EXISTING PEDESTRIAN FACILITY. +- w s _ • ' ' CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE Q \ '-i+• •{• - �+ , 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 ` �a•.f���li� ,��..�-s 40 M.PH. OR MORE: L=WS Fh' 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 BUFFER ZONE POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE info®tilsontech.com L %2 L % L L % L % 1 L L 12 L %3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C L =WS2 3 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 oI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 200' ?40 MPH 350 350 350 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 E03D OF E09 oI 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_0898HA_09 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILER AVE E zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMEDFm • VEHICLE TRAFFIC OFFICL CER g SIGN OD PARAWEBBING • 2 �• TWINID_0898HA_09 8"CHANNELIZING DEVICE �■ FLAGGER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: F Y 0 FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR O W CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L j =S' W/60,S=SPEED,W=WIDTH S �L PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _ NNI AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ahr3Hbf FOR ALL SPEEDS. V 0 At so �O� CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 11 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL { FIELD CONDITIONS,ETC... Ili .L1 1 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. __ - - - •-`_ ram. 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 FilerAve E FilerAve - - _ PLACE FOR CONTINUOUS DAYS. AveFiler 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. w� THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF Cr RESTRICTION TO THE FIRST SIGN. -THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. Yr THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �� •-+' a - SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR C a RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ' D • ' _. INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES IL PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ��-�•i m r" • ' J CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK ��\ v Y'-• ` ~ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �.�•; ,� J 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 U 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 BUFFER ZONE POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE info®tilsontech.com L %2 L % L L % L % 1 L L 12 L %3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C L =WS2 3 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 oI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 200' ?40 MPH 350 350 350 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 E03E OF E09 oI 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_0898HA_09 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILER AVE E zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \� w OF TRAFFIC 0 WARNING SIGNS t�- ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED r Fm NL VEHICLE TRAFFIC OFFICER - SIGN OD PARAWEBBING r. •r TWINID_0898HA_09 28"CHANNELIZING �■ FLAGGER TWIN FALLS,ID DEVICE +� '� • Y Q � P w fir°" MATERIAL DESCRIPTION QTY ACTUAL NOTES jx FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. • "', O W 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 Q =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 VvO�A . _ /1U ►Y' : r' CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES • 11' :' r 1 ry 1 �► rrr� REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 1" t�l ski un FIELD CONDITIONS,ETC.. ' Ir-�` ' .. ��►�+. C !'�� ALL DEVICES CONFORM TO CURRENT MUTCD. d - . '• >: - , ` a 1 CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. '>• r +V +� 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 Filer Avck 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 _ .1, • r' RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND •�3` 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 D C • V - ' RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL = •� t •' INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES rr 0 �=• •1 PRESENT IN THE EXISTING PEDESTRIAN FACILITY. D CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE M SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. is) TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. � _ 40 M.P.H. OR LESS: L=WS2 /60 V ' y 40 M.PH. OR MORE: L=WS ` s s ili~ 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 BUFFER ZONE POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE info®tilsontech.com L %2 L % L L % L % 1 L L 12 L %3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 1 83' 55' 180' 1 90' 60' A B C L =WS2 3 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 oI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 1 200' ?40 MPH 350 350 350 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 E03F OF E09 oI 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_0898HA_09 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILER AVE E zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED sw \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL !^ , (FLASHING ARROW) ►.� • r SHADOW UNIFORMEDEn Fm ,I VEHICLE TRAFFIC OFFICEA rut R g SIGN OD PARAWEBBING 28"CHANNELIZING TWINID_0898HA_09 DEVICE 0--■ FLAGGER • •• • TWIN FALLS,ID r } O MATERIAL DESCRIPTION QTY ACTUAL NOTES: CL r H Q 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 __ _ '�♦ Q = CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L } __ - _ '"'+M'}•, Q =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 �. CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION Qd�l„I b! _ •_ FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES �+aOM '✓ REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... CO •• 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 YT 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 Filer.Ave •^'jTY'r-! 'n (Y 1� 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 - c. UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _ IL M ' THE SAME ROAD. -- MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - --� - COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF • r • r RESTRICTION TO THE FIRST SIGN. �� • 7 ■• UTILITY THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD L, 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 ! �/ PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ( 1C+ . A CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ? 1 y �/ D OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. aw C •• TAPER LENGTHS CALCULATED BY FORMULA CL FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 1_- • 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 BUFFER ZONE POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE info®tilsontech.com L %2 L % L L % L % 1 L L 12 L %3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C L =WS2 3 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 oI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 1 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 200' ?40 MPH 350 350 350 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 E03G OF E09 oI 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_0898HA_09 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILER AVE E zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER .r►� ,.L - i SIGN OD PARAWEBBING 1 + TWINID_0898HA_09 28"CHANNELIZING �■ FLAGGER TWIN FALLS,ID DEVICE Y ` , P MATERIAL DESCRIPTION QTY ACTUAL NOTES: - J O LU , FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. = 1 R ►-''FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR Q '+' •�. -• N , b' CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ;T _ ♦ '� =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION �ZI 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 K. ww FIELD CONDITIONS,ETC... �• r.�.... 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. irJ}-_i_� .�'•.�1_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 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). f •�'�_-,,sty 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 0 �, PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ ' CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE D J r M' OF THE MIDBLOCK CROSSWALK f Q f SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. Ir TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. ' 1 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 BUFFER ZONE POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE info®tilsontech.com L %2 L % L L % L % 1 L L 12 L %3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C L =WS2 3 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 oI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 1 200' ?40 MPH 350 350 350 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 E03H OF E09 oI 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_0898HA_09 LEGEND ADDRESS: ® pmune. zJt TYPE II � SIGN W/HIGH LEVEL N 3100 E 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 ,r WORK TRUCK ARROW PANEL dN3HV f (FLASHING ARROW) M80M SHADOW UNIFORMEDFm A1llilfl VEHICLE TRAFFIC OFFICER • >Y o g SIGN OD PARAWEBBING • a TWINID 0898HA 09 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� 0tl3HV 3NV H9 031 1H91ii - MATERIAL DESCRIPTION QTY ACTUAL solo NOTES: 4 t FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. I� 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 ag PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION •ate , 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. 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 j.. PLACE FOR CONTINUOUS DAYS. SSS 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 �� IA•I' UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. a� MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. •�yT+,' 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. 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 � �• - RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES (■■ PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 1 ■� CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • {C j - -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 UTILIFY 40 M.PH. OR MORE: L=WS 1 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 IN BUFFER ZONE POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED LANE MERGE info®tilsontech.com L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE z REVISIONS o SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C L =WS2 3 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 oI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 250' 167' M15' 275' 183' 600' 300' 200' ?40 MPH 350 350 35001 SIZE B SHEET: NTS _' 55 L __ WS 495' 550' 275' 183' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 330' 220' 720' 360' 240' SHEET E031 OF E09 oI 65 645' 650' 325' 217' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® pmu.:...,ne. TYPE II SIGN W/HIGH LEVEL N 3100 E CONSTRUCTION CREW MAY ONLY OCCUPY BARRICADE WARNING DEVICE STREETS ADJACENT TO AND IN THE VICINITY PERMANENT TWIN FALLS, ID OF ASCHOOL BETWEEN 9:OOAM-3:OOPM. Dig Line,Inc. MARKING WORK ZONE CONTACT THE SCHOOL OFFICE AND REVIEW /� DIRECTION ADVANCED CONSTRUCTION OPERATIONS WITH THE 811 OF 800-342-1585 \� PRINCIPAL,WORKING WITH THE SCHOOLS TO OF TRAFFIC WARNING SIGNS ACCOMMODATE THEIR OPERATIONS. WORK TRUCK ® ARROW PANEL (FLASHING ARROW) OV3HV SHADOW UNIFORMED NaoM Fm VEHICLE TRAFFIC OFFICER Alf-lun g SIGN OD PARAWEBBING TWINID_0898HA_09 28"CHANNELIZING FLAGGER 1, TWIN FALLS,ID DEVICE ~� V3HN 10 MATERIAL DESCRIPTION QTY ACTUAL 03SOZ: r NOTESFOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. NVl 1H'JI21 Y_Y .f , —4 FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR r u I' !'.4�•r�T� - ~ CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. - CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES �• REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. 71 _ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. '�^"lA • 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 y TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _ PLACE FOR CONTINUOUS DAYS. _.J 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. O f 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. 3 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 i, r 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. LrrY WORK 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 Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED LANE MERGE info®tilsontech.com L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 3 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 oI 45 360' 450' 1 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS =I 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' 240'00 SHEET E03J OF E09 oI 65 1 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL MADRONA ST N —&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED 1 \= OF TRAFFIC WARNING SIGNS ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED Y VEHICLE TRAFFIC OFFICER g SIGN Oa PARAWEBBING TWINID 0898HA 09 28"CHANNELIZIN FLAGGER DEVICE �■ 4 TWIN FALLS ID �•, MATERIAL DESCRIPTION QTY ACTUAL NOTES: -r FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. j 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. --W 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 9MAH SSONO 4'.t• t� TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ---------w PLACE FOR CONTINUOUS DAYS. 03SO10 NltlM3OIS RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL t� BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM a TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN r 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 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 }I _ RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL -a 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 L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT Q MINIMUM TAPER LENGTHS CAWORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET CN POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 CA SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.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 25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 03/24/23 INITIAL SUBMISSION AM o ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C L =WS2 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 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 ul 50 425' 500' 250' 167' 550' 275' 1 183' 600' 300' 1 200' >-40 MPH 350 350 350 SIZE B SHEET: NITS 01 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 E04 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730' 700' 350' 1 233' 770' 385' 257' 840' 1 420' 280' 1 1 1 FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL MADRONA ST N 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 VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING , - TWINID 0898HA 09 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� �Rt�. _ MATERIAL DESCRIPTION QTY ACTUAL NOTES: 1►�li� 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 - J� =S' W/60,S=SPEED,W=WIDTH (+� PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ' 51 - AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - .,�.1(•+� 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. `..r. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. J• CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. v 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 W O BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM O J TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ro PLACE FOR CONTINUOUS DAYS. .M�'•• CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 3 COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF i RESTRICTION TO THE FIRST SIGN. ,7 ' THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND 1 SIGNS. �A THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ���• SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES -T - ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). y 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. N 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 S„ ` Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infobDtilsontech.com L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 3 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 oI 45 360' 450' 1 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS =I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 oI 65 1 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL MADRONA ST N 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 _ 4 �• Fm VEHICLE TRAFFIC OFFICER . g SIGN OD PARAWEBBING TWINID_0898HA_09 28"CHANNELIZING 1 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 1 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... I' 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 >t 1 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 SIDEWALK CLOSED IV TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ---------w PLACE FOR CONTINUOUS DAYS. CROSS HERE - 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 ww ENCOUNTERED BY 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 ; V SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. I .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 ' L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE info®tilsontech.com L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 3 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 oI 45 360' 450' 1 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS =I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09 oI 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390, 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® o_ �_ un_�_R C�If k/We rqV p.�r TYPE II SIGN W/HIGH LEVEL N 3100 E CONSTRUCTION CREW MAY ONLY OCCUPY BARRICADE WARNING DEVICE STREETS ADJACENT TO AND IN THE VICINITY PERMANENT TWIN FALLS, ID OF A SCHOOL BETWEEN 9:OOAM-3:OOPM. Dig Line,Inc. MARKING WORK ZONE CONTACT THE SCHOOL OFFICE AND REVIEW 811 or 800-342-1585 /� DIRECTION ADVANCED CONSTRUCTION OPERATIONS WITH THE \= OF TRAFFIC 0 WARNING SIGNS PRINCIPAL,WORKING WITH THE SCHOOLS TO ACCOMMODATE THEIR OPERATIONS. WORK TRUCK ARROW PANEL } <w l (FLASHING ARROW) p SHADOW UNIFORMEDFm N� VEHICLE q9 TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID_0898HA_09 28"CHANNELIZING DEVICE ~M FLAGGER TWIN FALLS,ID I MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION �. AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. ` CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - - FIELD CONDITIONS,ETC... , ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 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. -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. 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). II WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ..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 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA �I FROM IMUTCD TABLE 6H-4. SI°EW^LRAw CLOSED 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WSrim rmt L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Q 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 SIDEWALK CLOSURE info®tilsontech.com 22 L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT 0 DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION AM 0 25 155' 104' 52' 35 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 3 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 oI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS =I 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 oI 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_0898HA_09 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILER AVE E 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 ARROW PANEL WORK TRUCK ® (FLASHING ARROW) .— SHADOW UNIFORMEDFm ,• VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING f pip" �.�+�► � � � TWINID 0898HA 09 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 Filer'A- 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. Ip 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 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL UJ BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN m PLACE FOR CONTINUOUS DAYS. con CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 'A THE SAME ROAD. r N MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - r COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. O m D 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. i 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=WS L=TAPER LIENGTH(FT) ,r W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE info®tilsontech.com L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL P DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35 1 15' 57' 38, 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C L =WS2 3 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 oI 45 360' 450' 1 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE 01I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, ?40 MPH 350 350 350 SIZE B SHEET: NTS =I 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04D OF E09 oI 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 = 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILER AVE E 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 ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER ,+ g SIGN OD PARAWEBBING • — 28"CHANNELIZING y _ TWINID_0898HA_09 DEVICE �■ FLAGGER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: + - A • • �,- - � • � 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 F • ` AND ACCESS RADII. �. - • WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ■ -�' FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ■" _ - r CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ t BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ► ",K " + _ • • - - 0 PLACE FOR CONTINUOUS DAYS. ' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - 11 Q3sO-iJ TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. n '- - NIVMMs �----- p IP 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 O m Q W THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND • O COLLECTOR ROADS. m > W THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r J RESTRICTION TO THE FIRST SIGN. 0 _ ;A THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND vI SIGNS. 1 THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 1 - f 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. I CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ' l+ 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 c • 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ti Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE info®tilsontech.com L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 3 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 oI 45 360' 450' 1 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): SCALE 01 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS =I 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 E04E OF E09 oI 65 1 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILER AVE E 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 ARROW PANEL WORK TRUCK (FLASHING ARROW) i; Fm SHADOW UNIFORMED r t. VEHICLE TRAFFIC OFFICER -pit g SIGN OD PARAWEBBING _ d,_ T ��- ` TWINID_0898HA_09 28"CHANNELIZING FLAGGER =` —�� T , 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 wow.. CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 1� REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL Filer-Ave CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE � CONSTRUCTION CAN BEGIN. r - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS 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 LIMTED TO WEEKDAYS,BETWEEN AND RE- VED E 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. hLu THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF (0 Lu RESTRICTION TO THE FIRST SIGN. j O THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - SIGNS. W THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD V SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES Y h ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _J WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR * RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES W V PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 1 y OF THE MIDBLOCK CROSSWALK 4 / >• r - - S SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. , TAPER LENGTHS CALCULATED BY FORMULA i 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) t W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE info®tilsontech.com L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 3 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 oI 45 360' 450' 1 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS =I 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 oI 65 1 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® pmune. zJt TYPE II � SIGN W/HIGH LEVEL N 3100 E 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) Fm SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER r g SIGN OD PARAWEBBING 3a3Hssoaa TWINID_0898HA_09 28"CHANNELIZING O3SO-13 MIVM301S DEVICE �■ FLAGGER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. j�ati 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 I• ��' REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... i a ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. - CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND , COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 'Y, RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL `• INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 1 PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. Qy y• TAPER LENGTHS CALCULATED BY FORMULA 55d ', . 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) r emu• W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE info®tilsontech.com L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 3 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 oI 45 360' 450' 1 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS =I 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' 240'00 SHEET E04G OF E09 oI 65 1 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898HA_09 LEGEND ADDRESS: ® pmune. zJt TYPE II � SIGN W/HIGH LEVEL N 3100 E BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID_0898HA_09 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE �■ • j.��'-` 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 J - 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. •, SIDEWALK CLOSED '{ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ----0. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ CROSSKERE 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 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 1 PLACE FOR CONTINUOUS DAYS. r r CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME .. Et UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. 4 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 •1' - ��T+'•. SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ) t{ WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 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 ,y� - SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ^p` w 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 "•' 7 L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT f y Q MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET N POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infotDtilsontech.com L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE z REVISIONS O SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL fp fp DISTANCE BETWEEN SIGNS(FEET) 03/24/23 INITIAL SUBMISSION Ann 2 25 155' 104' 52' 35 1 15' 57' 38' 125' 63' 42' ROAD TYPE 09/08/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 3 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 oI 45 360' 450' 1 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 01 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS =I 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 E04H OF E09 oI 65 645' 650' 325' 217' 715' 1 358' 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_0898HA_09 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) OV3Nti` — TED )f�IOM A. I FOADNWORK TWINID 0898HA 09 OYON 1 TWIN FALLS,ID I .. _ !•_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 Q (sae Section 38.16 TIL50N 8 ONF IAME (optional) On a Mission c o T: (207)591-6427 F: (207)772-3427 N } InPoOdsontech.com RO z HL D REVISIONS o JIHEAD � (optional', DATE DESCRIPTION INITIAL w 1 e, 03/24/23 INITIAL SUBMISSION AM p /�a6l� avn T 7 t 09/08/23 REV 1 NV o ON3 46 Maw ' {cptlor.all U ' !optional) SCALE aI SIZE B SHEET: NTS a ROAD = WORK SIZE D SHEET: NTS co co AHEAD SHEET E05 OF E09 0 Z FILE NAME:TDS TWINID 0898HA 09 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG Dig Line,Inc. FII.iUIN 6H-' 1 . Lino CILI,,i, iw, r:Ill -I 61,11(h Ull1 -voll 811 or 800-342-1585 L1111'C:tlCllll 'vrrrllllllL", +, j11-:� I ;I GYAH4 TWINID 0898HA 09 raDJ� t TWIN FALLS,ID t7�YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL L 1 T 004 (optional! _ — BL.fler sp�lc� (opUanah N X ,1ft N Temporary solid_ white lane line Buffer space N (o plional) N N2 L '5=speed in mph N <_ {� TILSON I On a Mission c �, T: (207)591-6427 F: (207)772-3427 o I 4S ft' InPoOttlaontech.com z t REVISIONS O \ _ _ DATE DESCRIPTION INITIAL C 03/24/23 INITIAL SUBMISSION AM o Note See Tables 6H-2 and I 09/08/23 REV 1 NV 6H-31or the moaning As +I of the symbols anWor - i t ROAD letter codes used in this figure. _ WORK AHEAD aI Typical Application 31. SIZE B SHEET:CAL NTS 0 SIZE D SHEET: NTS co co SHEET E06 OF E09 0 Z FILE NAME:TDS TWINID 0898HA 09 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 0898HA 09 TWIN FALLS,ID <*11� I t f MATERIAL DESCRIPTION QTY ACTUAL C B t xLn '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 V11111k IY:8 j M TILSON On a Mission N T- (207)591-6427 F- (207)772-3427 o InPoOtusontech.com Co f 0 r1 z REVISIONS O DATE DESCRIPTION INITIAL P + 03/24/23 INITIAL SUBMISSION AM O 09/08/23 REV 1 NV o- COIL 3 Nola: Sea Tables 6H-2 and 614-3 for the meaNK of the pogo symbols and+or latter v Codes used in this fl•gure, WORK SCALE o SIZE B SHEET: NTS = SIZE D SHEET: NTS co Typical Appllc��tlon 32 co SHEET E07 OF E09 0 Z FILE NAME:TDS TWINID 0898HA 09 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 0898HA 09 TWIN FALLS,ID tf MATERIAL DESCRIPTION QTY ACTUAL C B t xLn 'r or B or 1 T [�o L Temporary white Buffer space adga Irn2 (optional) 1 1,,2 L MIN. ; #+ /<,> Temporary ' 112LMIN < > yellow lirl?S yyy 1/2 4LMI i%. I,opbonal t Vill 1t M TILSON On a Mission N T- (207)591-6427 F- (207)772-3427 o InfoOtIsontech.com Co f 0 r1 z REVISIONS O DATE DESCRIPTION INITIAL 03/24/23 INITIAL SUBMISSION AM Q 09/08/23 REV 1 NV o- COIL 3 Nola: Sea Tables 6H-2 and 614-3 for the meaNK of the pogo symbols and+or latter v Codes used in this fl•gure, WORK SCALE o SIZE B SHEET: NTS = SIZE D SHEET: NTS co Typical Appllc��tlon 32 co SHEET E08 OF E09 0 Z FILE NAME:TDS TWINID 0898HA 09 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 0898HA 09 t J 40 O C6 p9 y TWIN FALLS,ID W y MATERIAL DESCRIPTION QTY ACTUAL � a o � 5 a r UJ or n j T x =� o Temporary B marking for crosswalk lines (cross-hatching optional) _ C30 P 0 0 Q u x J 1M K y � n u v i SIDEWALK CLOSED i sgCNALK Gl4SLD � ---- AHEAD "K$$HERE co Note: F<x long-term stationary TILSON Mork,the double Yellow on a Mission o center line andlor T: (207)5nPoOtAsontech207^772-3427 lane Ines should M removed between the o REVISIONS ROAD crosswalk lines. DATE DESCRIPTION INITIAL P N(?RK P See Tables 61-1-2 and 61-1-3 03/24/23 INITIAL SUBMISSION AM O AHEAD for 1ho meaning of the 09/08/23 REV 1 Nv o- symbois ar*or letter codas used in this figure. U SCALE Typical Application 29 SIZE BSHEET: NTS = SIZE D SHEET: NTS co co SHEET E09 OF E09 0 Z FILE NAME:TDS TWINID 0898HA 09