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Home My WebLink AboutTWINID_0898GA_07_TCP_REV0 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898GA 07 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � ® DirAu s. c.-ir telore rv.,J q Dig Line,Inc. STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN REFERENCE CITY OF TWIN LOCUST ST COLLECTOR FALLS, ID MANUAL OR THE TEMPLATES AT BACK OF TCP FOR WORK ON LOCAL STREETS. MADRONA ST COLLECTOR TWIN I D_0898GA_07 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL PROPOSED CONDUIT ICOLLECTOR ROADS 1-neney Or 4- N Law�lridgale Dr �� B r oo ro I I 4nI .1 - I r ro I }�$ � " m I C' E N I , N i TIL50IN N r _ I z Z G +++ T. (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com w I O I Evergreen Dr Q REVISIONS DATE DESCRIPTION INITIAL 3 I 00/00/00 INITIAL SUBMISSION 77 Hollyl Dr , Q 1 1 z SCALE a � , SIZE B SHEET: NITS U) SIZE D SHEET: NTS _ _ _ _ _ �,_ _ _ _ _ — _ _ _ I Julie L r7 SHEET E02 OF E09 J Julie Ln Z FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® DIGIIIne. TYPE II SIGN W/HIGH LEVEL LOCUST ST C1,95 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWIN ID 0898GA 07 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW I 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 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS � L=TAPER LI=NGTH(FT) 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED LANE MERGE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00/00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® DIGIIIne. TYPE II SIGN W/HIGH LEVEL LOCUST ST C1,95 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) • SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER cn :, OOKSIDE LOOP g SIGN OD PARAWEBBING ,� av3HV TWINID_0898GA_07 28"CHANNELIZING >taonn DEVICE FLAGGER Alnlin - TWIN FALLS,ID ~� '. '•" MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE 45 VALUE FOR W=10'OR "L"CALCULATE USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 'S 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 f _ 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 �K�► BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Y p PLACE FOR CONTINUOUS DAYS. �•. `lr Q CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME v. F O= UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF •.�, 7 3 Q THE SAME ROAD MUST MUST ALLOW 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 SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES , ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). OOKSIDE LOOP 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. UnI�N WORK TAPER LENGTHS CALCULATED BY FORMULA _ nHe^o FROM IMUTCD TABLE 6H-4. o A Cq 40 M.P.H. OR LESS: L=WS2 /60 j 40 M.PH. OR MORE: L=WS Q L=TAPER LIENGTH(FT) 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT it 10 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT POSTED SPEED infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00i00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® DIGIIIne. TYPE II SIGN W/HIGH LEVEL LOCUST ST C1,95 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL I • (FLASHING ARROW) 7 o w SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICER g SIGN ==C=M PARAWEBBING CIV3HV A aonn TWIN I D_0898GA_07 28"CHANNELIZING �■ nlrlun DEVICE FLAGGER TWIN FALLS,ID �e. + 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 IF =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 INr�' PLACE FOR CONTINUOUS DAYS. Ar 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). Nk 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 BROOKSIDE LOOP 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 uralry 40 M.PH. OR MORE: L=WS WORK AHEAD ' L=TAPER LIENGTH(FT) 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 10 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 BUFFER ZONE " ' " POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T: (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT POSTED SPEED infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00i00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® DIGIIIne. TYPE II SIGN W/HIGH LEVEL LOCUST ST 09' BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS *. ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING LAWNDALE - TWIN ID 0898GA 07 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� Otl3HV NMOM MATERIAL DESCRIPTION QTY ACTUAL NOTES: Alllllfl 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:LCD NDALE =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. r'f WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES t REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ 3 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 "� BE LIMITED TO WEEKDAYS,BETWEEN D RE-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. PL RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF I Y THE SAME ROAD. MUST ALLOW I DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. 3 Q 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 BUSCH CT 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 OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. i TAPER LENGTHS CALCULATED BY FORMULA UT1L1�, T FROM IMUTCD TABLE 6H-4. � WORK AHEAD 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS Cn � L=TAPER LI=NGTH(FT) co W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 BUFFER ZONE " ' " POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T: (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT POSTED SPEED infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00/00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 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' 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® DIGIIIne. TYPE II SIGN W/HIGH LEVEL LOCUST ST 09• BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL ,a ' • (FLASHING ARROW) r 0v3HV Fm SHADOW UNIFORMED N210M AJ.Illlfl VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING 2 TWINID_0898GA_07 8"CHANNELIZING DEVICE ~� FLAGGER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL J •`� ` FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. . CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ' TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _ PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL >y O BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPMW TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN y_3 LU PLACE FOR CONTINUOUS DAYS. Q 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 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 I1 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 f.• UTILITY OF THE MIDBLOCK CROSSWALK WORK Ir,� SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 2 C • AHEAD TAPER LENGTHS CALCULATED BY FORMULA D A �" 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) 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 BUFFER ZONE " ' " POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T: (207) 591-6427 F: (207) 772-3427 SPEED LANE SHIFT POSTED SPEED infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00/00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® C1,95 Diqune, c.-ir telore r„ TYPE II SIGN W/HIGH LEVEL MADRONA ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL ' r (FLASHING ARROW) Candleridge Dr SHADOW UNIFORMED Fm [ VEHICLE TRAFFIC OFFICER ;1 SIGN OD PARAWEBBING TWIN ID 0898GA 07 28"CHANNELIZING FLAGGER DEVICE TWIN FALLS,ID ~� G 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. , CL 3 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. OV3HV CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE AlITIlFI 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 rL UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW I V 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 I UTILITY SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. I WORK AHEAD TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. �. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) c 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT''' N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SHOULDER CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00/00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® DIGIIIne. TYPE II SIGN W/HIGH LEVEL LOCUST ST C1,95 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) sloE-�KaosEo '': •�. Fm SHADOW UNIFORMED CROsSHERE VEHICLE TRAFFIC OFFICER g SIGN ===PARAWEBBING JUNIPER ST TWIN ID 0898GA 07 28"CHANNELIZING DEVICE 0--■ FLAGGER N COLLEGE RD ins,— TWIN FALLS,ID 3tl3H SSOa° MATERIAL DESCRIPTION QTY ACTUAL NOTES FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. a3so��>Iwnn3ais 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 f' =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 1 FIELD CONDITIONS,ETC... 1 ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. N CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE o CONSTRUCTION CAN BEGIN. m mD or RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL x i BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • a a :r PLACE FOR CONTINUOUS DAYS. vp 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 atM THE SAME ROAD. ' J: MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND '' COLLECTOR ROADS. 441 THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF I RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 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 sioewnosE° FROM IMUTCD TABLE 6H-4. J^ cR°s5"ERE 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS ^ EVERGREEN .- L=TAPER LIENGTH(FT) oo W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE o- REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00i00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04 OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® DIGIIIne. TYPE II SIGN W/HIGH LEVEL LOCUST ST c.0•eio,�r..C1,95 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS BUSCH CT WORK TRUCK ® ARROW PANEL (FLASHING ARROW) oasoio SHADOW UNIFORMEDFm NltlM301S - VEHICLE TRAFFIC OFFICER *', g SIGN OD PARAWEBBING ■ TWINID_0898GA_07 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE NOTES MATERIAL DESCRIPTION QTY ACTUAL N : n p FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. IL FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR m D CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L C x =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 SIDEWALK CONSTRUCTION CAN BEGIN. CLOSED 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. BROOKSIDE LOOP 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 03SO10 i THE SAME ROAD. A NltlM301S MUST ALLOW I 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). rn n 0 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR O r^ RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES x PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 1 OF THE MIDBLOCK CROSSWALK y SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 SIDEWALK CLOSED 40 M.PH. OR MORE: L=WS � L=TAPER LI=NGTH(FT) 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT BROOKSIDE LOOP N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00/00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® DIGIIIne. TYPE II SIGN W/HIGH LEVEL LOCUST ST C1,95 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 +� VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING •` N TWINID_0898GA_07 28"CHANNELIZING �■ d , o0 DEVICE FLAGGER y E l TWIN FALLS,ID mD x 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. r' WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE F" CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. `` CLOSED 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 LAWNDALE - 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 N�VM301S BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. • CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME _ UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF �I THE SAME ROAD. con MUST ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND Cn COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF { RESTRICTION TO THE FIRST SIGN. y II" THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND IH.y . rp m SIGNS. m f THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD Imo AN SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES x IPL 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. SIDEWALK TAPER LENGTHS CALCULATED BY FORMULA CLOSED FROM IMUTCD TABLE 61-1-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS BUSCH CT � L=TAPER LI=NGTH(FT) 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00/00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 0- 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® DIGIIIne. TYPE II SIGN W/HIGH LEVEL LOCUST ST C1,95 BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER ^� g SIGN OD PARAWEBBING �,� r TWINID_0898GA_07 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� •`_alk AA • MATERIAL DESCRIPTION QTY ACTUAL NOTES: It 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 r a AND ACCESS RADII. - �t 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 _ __T•_•._� - - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •ra'� 03S010 PLACE FOR CONTINUOUS DAYS. • i// NlVM301s CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME }1 h• UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF •, ? ♦ ` f THE SAME ROAD. MUST ALLOW I V 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 A SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ''�'�`, �� t• WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL I y '•s•444!!!"' ••�r INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •�� (. PRESENT IN THE EXISTING PEDESTRIAN FACILITY. �R LI,•• 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. Ike TAPER LENGTHS CALCULATED BY FORMULA FROM (MUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS 6 Q L=TAPER LIENGTH(FT) 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 10 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 BUFFER ZONE " ' " POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T: (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00/00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 CL Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04C OF E09 0 1 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_0898GA_07 LEGEND ADDRESS: ® C1,95 Diqune. c.-ir telore r„ TYPE II SIGN W/HIGH LEVEL MADRONA ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) _ SHADOW UNIFORMEDFm �- VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING 1 '�% TWINID_0898GA_07 28"CHANNELIZING DEVICE ~� FLAGGER TWIN FALLS,ID ^ MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. r 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 :P CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. .1 CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL •. FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. J•�' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. SS�.60 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �y3H BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Q�S010 I +�•< 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 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND F ' COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD F 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 .lj�4 f PRESENT IN THE EXISTING PEDESTRIAN FACILITY. J , 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. 1 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS . L=TAPER LIENGTH(FT) 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT . N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00/00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04D OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® C1,95 Diqune. c.-ir telore r„ TYPE II SIGN W/HIGH LEVEL MADRONA ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFI Candleridge g SIGN OD PARAWEBBING TWIN ID 0898GA 07 28"CHANNELIZING FLAGGER S DEVICE 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 t� 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. AN J 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 ,••,-yX •'` Y�y 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 •'"7'' ?'�^"�'4�,'i�G'4p PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME y UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF • '.y �y�' Y THE SAME ROAD. � ��, MUST ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND vi COLLECTOR ROADS. w o THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF m t r RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND I SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ♦ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES Y 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 40 M.PH. OR MORE: L=WS � L=TAPER LI=NGTH(FT) 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00/00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04E OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_07 LEGEND ADDRESS: ® C1,95 Diqune. c.-ir telore r„ TYPE II SIGN W/HIGH LEVEL MADRONA ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER SIDEWALK :l'= ,..;t SIGN OD PARAWEBBING CLOSED ` T W I N I D_0898GA_07 28"CHANNELIZING DEVICE ~� FLAGGER `- TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES �y _ REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL .M 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. , r RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 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. 113 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 :Ny 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 21, FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS < L=TAPER LI=NGTH(FT) , co W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE POSTED FOR 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL DISTANCE BETWEEN SIGNS(FEET) 00/00/00 INITIAL SUBMISSION XX 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04F OF E09 01 65 645' 650' 325' 217' 1 715' 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_0898GA_07 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIGU , Dig Line,Inc. 811 or 800-342-1SBS F!qu re 6H-11 . LIA 174 C,I0,,�ll l-k� 011 r1 Tvv o-L.dri� R Oi'ld v.,ith Lo,.v Tr'Ifin- Vc)lu inc,-, (TA-11 i T I ND �Aa 4n� L TWINID-0898GA-07R WORKQ4fdk 1 TWIN FALLS,ID �+ ,opli vnal; MATERIAL DESCRIPTION QTY ACTUAL ioptional) - t ,,optional) H e WHY — - - - - - - - + arse i -I D R (opt 311 f �3paca (optional) I 0 Buffertspace (optional;i 50to00R Nate:Sea Tables 61-1-2 and 6H for the meaning of the rti -15 ft { symbols and,'or letter Ta codes used in this figurs. ahc�wlN� Q ao (optionalco o � $Section SB_16 L50 �. B (optional) � .. N Z I ITI T: (207) 591-6427 F: (207) 772-3427 info®tilsontech.com HE LANE o mans 4 AHFAO REVISIONS �optlonar) DATE DESCRIPTION INITIAL 00/00/00 INITIAL SUBMISSION XX or a } MpH Q �I (optional) SCALE ^I Q �� SIZE B SHEET: NTS ROAD SIZE D SHEET: NTS 00 00 AHEAD SHEET E05 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 07 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIGU g, Dig Line,Inc. Figure 6H-31 , Lane CIOSUres on a Street With Uneven 811 or 800-342-1SBS Directir tm] Volumes (TA-31) <g> TWINID_0898GA_07 t TWIN FALLS,ID 4 t t MATERIAL DESCRIPTION QTY ACTUAL or L ae� Buffer space {optiansl} I 1w2 L N 1 Tempara•y solid_ ` whiia lara lira Buffer sp:.ca Qonal) co N N 'S =s eedinm N 1,+ L o P fth + TIL50v. N I Or ... .... . Z 0 I T: (207)591-6427 F: (207) 772-3427 1 tnPoOtilsontech.com O REVISIONS DATE DESCRIPTION INITIAL C 00/00/00 INITIAL SUBMISSION XX x We: See Tables6H-2 and SH-3 for the meaning Q of the symbols and.'or ROAD aI lettsr nodes used its U RK this figure. - AHEAD SCALE s Typical Application 31 SIZE B SHEET: NTS Q SIZE D SHEET: NTS 00 00 SHEET E06 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 07 HALF-ROAD CLOSURE MULTI-LANE Diaune. Dig Line,Inc. Figure 6H-32, Half Road Closure on a Multi-Lane. a» or 800-342-1SBS High-Sp d Highway (TA-32) TWINID 0898GA 07 MHV TWIN FALLS,ID M*M CY" MATERIAL DESCRIPTION QTY ACTUAL C T I L • TsrmpDrary white BLff€�r Space $dga Fine (optional) 1.12 L MIN. i M Temporary s - - t - 1±2 _ MIS. < > yellow line. } r P t Q Co -- �� V'14 WJ o f y Cq � Alk. TILSON Nj On a Mission t 0 - -_- T- (207)591-6427 F. (207)772-3427 Z - tnPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL Z71 I 3 } 00/00/00 INITIAL SUBMISSION XX X_ C Q Notn_ S43o Tables 6H-2 and 6 -2 QI for the mearir.-g Y kha U symbols and/u r lett2 r ^ ~I codes used it thi.a fig u�2. SCALE I — o SIZE B SHEET: NTS I 14ppll� tlon SIZE D SHEET: NTS Typical 00 SHEET E07 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 07 WORK ON PARKING LANE Diaune. Dig Line,Inc. Figure 6H-32, Half Road Closure on a Multi-Lane. a» or 800-342-1SBS High-Sp d Highway (TA-32) TWINID 0898GA 07 MHV TWIN FALLS,ID M*M {]y" MATERIAL DESCRIPTION QTY ACTUAL + C T I L • Tomparary white BLff€�r Space $dga Fine (opt ilOrl l� 1.2 L MIN. i M Te mpclrary s - - f - 1±2 _ MIS. < > yellow line. } r P t Q Co -- �� WA WJ o f y. T 1 } Cq TILSON Nj On a Mission Z t 0 - -_- T: (207)591-6427 F: (207)772-3427 p - tnPoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL Z71 I 3 } 00/00/00 INITIAL SUBMISSION XX X_ C Q Notn_ S43o Tables 6H-2 and 6 -2 QI for the mearir.-g Y kha U symbols and/u r lett2 r ~I codes used it thi.a fig u�2. SCALE ^I — o SIZE B SHEET: NTS I 0 Typical ApplIcation 32 SIZE D SHEET: NTS 00 SHEET E08 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 07 SIDEWALK CLOSURE DIGU , Dig Line,Inc. 811 or 800-342-1SBS Figure 61-1-29. Crosswalk Closures and Pedestrian MOWS (TA-29) {oFticnaf; TWINID 0898GA 07 rr, GC # TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL — L—J r_3 T + MIA-''.� c t T _ Temporary 4 I marking for � crosswalk lines 1 crass-hatching optional) 4P 4;3 z J m d6 SIDEWALK � Q O t =-- CLOSED i 515EN4LK CLOSED --- WAD �CHM HERE I Co 0 Cq Notig:For long-berm sllatiormy T I L S O N N work the d uble yeliow On a Mission O center line aniVQr T: (207)591-6427 F: (207)772-3427 o larwa Ilnas should he mrootnaontecn.com removed between the REVISIONS D - crosswalk lirwas. DATE DESCRIPTION INITIAL 3: Sea Tables 6H-2 and fiH-3 00/00/00 INITIAL SUBMISSION XX i AHEAD for the meaning of the 1 f synnbols anal-'of letter Q �• codes used in this figure. UI ~I SCALE 01 Typical Applicatlon 29 SIZE BSHEET: NTS Q SIZE D SHEET: NTS 00 00 SHEET E09 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 07