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Home My WebLink AboutTWINID_0898GA_08_TCP_REV0 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898GA 08 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � ® DIGune. Dig Line,Inc. STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN REFERENCE CITY OF TWIN CHENEY DR COLLECTOR FALLS, ID MANUAL OR THE TEMPLATES AT BACK OF TCP FOR WORK ON LOCAL STREETS. MADRONA ST N COLLECTOR TWIN I D_0898GA_08 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL PROPOSED CONDUIT ICOLLECTOR ROADS Yv M' I. I � I I Maur v y t3ridgevlew t310 Q m 4 CD CD TIL50N N c +{{ �. Z ► - p -� i MF' I 9 n , T. (207) 591-6427 F: (207) 772-3427 p infoOtilsontech.com i °tom u R iv erb v1 a N Temple Dr REVISIONS C Ln p, '9 N DATE DESCRIPTION INITIAL RiverW OOd Rd 1 3 02/17/23 INITIAL SUBMISSION RNC X - a .. . L tlsch G, r d a s ?L v G3tena Dr y S Temple Dr Q °o i� eyf a U , Eron, ~ 0 — - �I h C- f o = SCALE o (IUD y SIZE B SHEET: NITS Q x . Candleridge Dr SIZE D SHEET: NTS cc cc y SHEET E02 OF E09 z FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE CHENEY DR 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 i �', v� ' " �► ■ VEHICLE TRAFFIC OFFICER SIGN Oa PARAWEBBING TWINID 0898GA 08 28 CH DEVICE ANNELIZIN 02 FLAGGER �� TWIN FALLS ID + •~ NOTES: • MATERIAL DESCRIPTION QTY ACTUAL FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR `1 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - x Q =S�W/60,S-SPEED,W=WIDTH +� r!'2 - J O T PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION . j : Q _ AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE I• - , CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION t n. FOR ALL SPEEDS. K 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 AL _ 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. f w 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 ME Cheney Dr Cheney Dr Cheney Dr Cheney Dr Cheney Dr PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL = C:INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. m O_ r CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE n ;u OF THE MI DBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA _ FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 I _ 40 M.PH. OR MORE: L=WS f � L=TAPER L1=NGTH(FT) - W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT f. 0 co 04 CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE on a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED 1 SHOULDER CLOSURE lsontech.co infoOtlm o L %2 L /3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION KNC 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE o 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' '240 SHEET E03 OF E09 0 65 645' 650' 325' 217' 715' 1 358' 1 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 F 730, 700' 350' 233' 770' 1 385' 1 257' 1 840' 420' 1 280' FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE CHENEY DR PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED - \= OF TRAFFIC WARNING SIGNS ARROW PANEL \�`� • x=�.� �� ' �� =,� . WORK TRUCK sill® • �.fia s �.� _•`�--y. i��' (FLASHING ARROW) do y ,1.+ • mow' '�� } SHADOW UNIFORMED 0-0. 1 r+ VEHICLE TRAFFIC OFFICER r "'� 1 r� '* • •t�>>�(1+ `. ��f g SIGN Oa PARAWEBBING �. ••'. ' r J. . ., •� �. � � '-may`- +'��• . , r TWINID 0898GA 08 28"CHANNELIZIN TWIN FALLS ID FLAGGER DEVICE ~� +, . �.' * +�� • ��' ••r - •�• sue. ; w��•r , ~-, MATERIAL DESCRIPTION QTY ACTUAL NOTES: _ • • _ . �'. 'T � r •, �'�� z FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. , • �� ! ,' f •, FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR _ _ - s R f • - + s i } „�" �, Y CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L .�'1� •+ ��•��fff -iR •: =S�W/60,S-SPEED,W=WIDTH �, •�• + Q' Q PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION +r O tL AND ACCESS RADII. •s f• y •A` r. r = WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE . - 0 Q 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 BASE � D ON CONE SPACING,TAPER LENGTHS,ACTUAL • T� FIELD CONDITIONS,ETC... '�� •/rim �. ALL DEVICES CONFORM TO CURRENT MUTCD. _ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. (� CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 11 CONSTRUCTION CAN BEGIN. sr._ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. { THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. . THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN ATHREE-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. \ m 0 CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •♦' ➢ • �"', OF THE MIDBLOCK CROSSWALK Q SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. r 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS t '' �.' 'r• a w. L=TAPER L1=NGTH(FT) `� 'k ;•lam W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT `~��'`. + 0 co 04 CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE on a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED 1 LANE SHIFT infoOtilsontech.com o L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION KNC 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE o 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' '240 SHEET E03A OF E09 0 65 645' 650' 325' 217' 715' 1 358' 1 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770 385' 1 257' 840' 420' 1 280' 1 1 FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE CHENEY DR 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 oa PARAWEBBING TWINID 0898GA 08 28"CHANNELIZIN FLAGGER TWIN FALLS ID DEVICE ~� ��/4'• MATERIAL DESCRIPTION QTY ACTUAL NOTES: • • FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR �.•ti • CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L = Y O =S�W/60,S-SPEED,W=WIDTH a�' O Q ,1( _ PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION ui AND ACCESS RADII. ♦a WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �• �� a Q CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION . A. - FOR ALL SPEEDS. : `< CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL r FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. • CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. A CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 11 CONSTRUCTION CAN BEGIN. wv _.qr- - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM a heney Dr Cheney qrl. TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. Cheney Dr , CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME Cheney 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 CC ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). =C m0� WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR v - RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL � INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _ PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE a OF THE MIDBLOCK CROSSWALK '• - 1 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. a �'• TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 <Oi6e: 40 M.PH. OR MORE: L=WS 1 �: L=TAPER L1=NGTH(FT) !� •,�; W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 0 co 04 CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE on a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED m o L %2 L 1 LANE SHIFT infoOti/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE lsontech.co REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION KNC 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE o 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' '240 SHEET E03B OF E09 0 65 645' 650' 325' 217' 715' 1 358' 1 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 F 730, 700' 350' 233' 770' 1 385' 1 257' 840' 420' 1 280' FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� 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 TWIN ID 0898GA 08 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - Y FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR _ CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L J 0 w =S' W/60,S=SPEED,W=WIDTH p S PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION . Q AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE i CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. 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 p1 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. D C THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE—SIGN SERIES r= ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR / RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK _ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. e. TAPER LENGTHS CALCULATED BY FORMULA ' FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED LANE SHIFT 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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- 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 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_08 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE CHENEY DR PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS ARROW PANEL WORK TRUCK ® (FLASHING ARROW) + = s SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING TWINID 0898GA 08 28 C NNELDEVICE IZIN �■ FLAGGER Y TWIN FALLS ID J W NOTES: MATERIAL DESCRIPTION QTY ACTUAL - -- b Q FOR LANE CLOSURES WHERE W< USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH _ • �� PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 0 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 I- �•' CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. Cheney Dr AtCheney , r Cheney Dr Cheney Dr RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Dr TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM , TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF lr- 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. m Q 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 ` ;;j„�;;{;I" .;�k• 40 M.PH. OR MORE: L=WS a L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT ;+ 0 co CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE on a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED 1 LANE SHIFT infoOtilsontech.com o L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION KNC 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE o 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730, 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE CHENEY DR 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) A SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING TWINID 0898GA 08 ANNELA28 C EVICEIZIN 02 FLAGGER Y TWIN FALLS ID F.= _ MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L •T =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. 1 WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC Chen_ ALL DEVICES CONFORM TO CURRENT MUTCD. Cheney Or CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM _ TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. I`• CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME -- UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF fll THE SAME ROAD. _ MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND p 7C • A ��'` COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r f RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND I S' SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD S '� - 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 ti 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) - As W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 0 co 04 CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE on a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED 1 LANE SHIFT infoOtilsontech.com o L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION KNC 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE o 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730, 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� 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) • r _ �V�t'o •• SHADOW UNIFORMED r _' _ • VEHICLE TRAFFIC OFFICER ti • r! •/ • : • ` • .. SIGN OD PARAWEBBING • ; i ~ F H Y O •� �.►,q. O W TWINID_0898GA_08 28"CHANNELIZING DEVICE 0--■ FLAGGER 's • + Q �; TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: j FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR • •� CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH �, '• PLACE TRAFFIC CONTROL DEVICES ON 10 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. Cher. , CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ' CheneyD - Cheney ` CONSTRUCTION CAN BEGIN. - - - r M4_ri_ejDIr 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 m (- SIGNS. a THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD O SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _ WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 1 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - - V INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ 40 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 "v/ Q L=TAPER LIENGTH(FT) 1 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' 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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- 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' u I i 11 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE a 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 1 183' 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 E03F 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_08 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL —n, BARRICADE WARNING DEVICE CHENEY DR 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 s •�� • •.� R� 4 ' , .Q _ (FLASHINGARROW) 1 4 * _ .* • •�•.� �"<�hV_ '��• •- r„• �.�+ ' 7 SHADOW UNIFORMED I ' �.* •� .•%"7`,�� '�pl�Y� •'�'r: `t1� H` " VEHICLE TRAFFIC OFFICER "� t �� „ • . �' '.S `• �� • g •w rt SIGN Oa PARAWEBBING ■. • •• `; •;.. J ' . ' • •, �: -•t' • •� TWINID 0898GA 08 28"CHANNELIZIN �, f DEVICE �■ FLAGGER ,• ._ • � �� •,_ • , `'• TWIN FALLS ID r • MATERIAL DESCRIPTION QTY ACTUAL • .� .�• ��-• NOTES: �.• •• '�.•r• .7 -• 1T Y tr• • FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Y '- • • •�� t 't r+• • r FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR 1 e « ♦- ••r 'y! - } _t� F,1• CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH �� • •� }u w _ �'Y 0 PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION f Q •,♦ AND ACCESS RADII. JF �• -•�O W WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE •� �,•.� � rr w } CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ � �. •1�� • � Q ' FOR ALL SPEEDS. ��.,` � r./•�7. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES -- REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ��J.t r ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �r CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN tQ PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL I BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME y Dr 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 - 00 - RESTRICTION TO THE FIRST SIGN. 0. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. 0 THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES I 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 C PRESENT IN THE EXISTING PEDESTRIAN FACILITY. m 0 CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE D OF THE MIDBLOCK CROSSWALK lie SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. t �v 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 0 co 04 CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE on a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED 1 LANE SHIFT infoOtilsontech.com o L %2 L /3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION KNC 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE col 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' '220' 720' 360' 240 SHEET E03G OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730, 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� 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) • , IL SHADOW UNIFORMEDi v '• • ` Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING , - T W I N I D_0898GA_08 28"CHANNELIZING FLAGGER C• DEVICE ~� • A TWIN FALLS,ID • • MATERIAL DESCRIPTION QTY ACTUAL NOTES: r -V . FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. } Y O FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR '� 0 Q CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L H LLI Z =S' TRAFFIC FI=SPEED, L DEVICH - Q 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 r � •. BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM t! M+ TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _ 1 - PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLCheney Cheney Cheney Dr Cheney ,r Cheney 1 BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _ - THESAMEROAD. - - MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND �_-- COLLECTOR ROADS. �7 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 n C: ' '• �� . ENCOUNTERED BY DRIVER APPROACHING ATTC ZONE). _ � � � T, _ Y' ,�} ♦, -- � � • WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR D ;0 - '•� � w •, RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 0 x� • ,. • �� INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES , PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ _ 4 CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE �j,• f �« -i, i OF THE MIDBLOCK CROSSWALK - SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. .1 , '� •1 TAPER LENGTHS CALCULATED BY FORMULA r R(I 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) ' Q W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT • 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED LANE SHIFT 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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE 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 E03H 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_08 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 ' \= OF TRAFFIC WARNING SIGNS Ilk f � ARROW PANEL a•r '�� r WORK TRUCK ® (FLASHING ARROW) • ❑V3HV SHADOW UNIFORMED ": )qbaM VEHICLE TRAFFIC :OFFICER Jad•�, All�llfl � g SIGN Oa PARAWEBBING �' ,'� + ,� } Y ❑ W Q TWINID 0898GA 08 28"CHANNELIZIN FLAGGER �' + ' 0 2 TWIN FALLS ID DEVICE ~� �� ♦ F- 3 Q 40 Odom `} MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - ' �'•jf=' FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR •��-�ti M CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L y _ �� =S�W/60,S-SPEED,W=WIDTH , _ •► PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION _ •� ACCESSAND RADII.WHENNECESSARY, WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE � y - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION r� " FOR ALL SPEEDS. iey Dr CONES SHOWNSHALL ARE FOR BASED CONE OSPACIN EXACT NUMBER , CONES TUALCheney [Ly•T-•T,•/�� • ft` 1'ry:Y=�1D p(�'�(7 • /t.y:n!Zy>fwl-�{� 1.Tr��•�� REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL L �''�-`•=+"�tJ 41J�A41,�uv l� LJJI Klk�L:Lf 4'� uAl.XIJ.-�L.0 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. 131 _ -- 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 16 __ _ -•�� _ PLACE FOR CONTINUOUS DAYS. --� RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - � TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. = O MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND R'I COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF x�♦r RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND M SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). sr' WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 0 _ 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 . 1 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 7, AHEAD 40 M.PH. OR MORE: L=WS ,. L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT *. a 0 co 04 CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE on a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED 1 SHOULDER CLOSURE infoftlsontech.com o L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C X DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION KNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200, 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 1u L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE o 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E031 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 1 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: DIG!-Il e_ 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 `; ARROW PANEL r WORK TRUCK ® _ w CIV3HV (FLASHING ARROW) NNOAh - _ � I, , SHADOW UNIFORMED17m ' ' Y VEHICLE TRAFFIC OFFICER Allllln 4' +� 1 g SIGN O®PARAWEBBING TWIN I D_0898GA_08 28 C DEVICE TWIN�■ FLAGGER t ,'.' TWIN FALLS,ID • , MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •�,• .• 1 ••� 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 • •�•., ••L • • y . • �, I =S' W/60,S=SPEED,W=WIDTH •s 1` • PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • 1 i AND ACCESS RADII. . R�' I • . w ;' 1 WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE • .•T.� ♦ �,• t 1i I� CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION • •• ♦`; w + \1` `{ ' FOR ALL SPEEDS. �'�/, V i {i�t•�1t� CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 1 ry, iii REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • -1 _ �� • + ( 1 FIELD CONDITIONS,ETC... •.w 1 S k•• • • ALL DEVICES CONFORM TO CURRENT MUTCD. ,y� •�( . _ •t CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. , !• `'f • �� •�•- . �~ !' �!' ti CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE �+ ItiV �• .• , �_->< 1' CONSTRUCTION CAN BEGIN. �• •''. . 1 111 �.� 1 .i • I+ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ••• * .• y� 1 BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM A • • �;� 1 TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN .• tv- � •� • + • �I , �+. �• PLACE FOR CONTINUOUS DAYS. A •�, ^ �.. Mw RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ti _ TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •• f PLACE FOR CONTINUOUS DAYS. • (` CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME 3 'f•1` 1 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 ' 1 COLLECTOR ROADS. �•�- ` ) w THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF wi,. M r• +' 1• RESTRICTION TO THE FIRST SIGN. ••�^ t' THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND Sr SIGNS. • 4 1 • THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �•` ,!!• •• 1 • SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES40 , ,• y /�• f'+ i ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). �v ~,�•_ • jw � • M • WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ' RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • ' ••0r -1_ IJ•- +• L, ' . • �• -t -• ' ! 1� INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _- •� - '• "1 ��f• ! ••ti • �_. •- "• - 11� 1 ff•M��. PRESENT IN THE EXISTING PEDESTRIAN FACILITY. • �• r �••�- 1� ♦.`' - + 1 + �• T CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 1'•• - -•f K •• • - • f , 1 OF THE MIDBLOCK CROSSWALK f•- ' -y.1 •' _ '• ♦ • f • \ f SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. f f "r- - • ) ' TAPER LENGTHS CALCULATED BY FORMULA .�'1• :., . '. ' FROM (MUTCD TABLE 6H-4. •16� ! �• 1 UTILITY 40 M.P.H. OR LESS: L=WS2 /60 . •;�- ' �� •- WORK , 40 M.PH. OR MORE: L=WS AHEA ' r' •: (' �•�� • D r � L=TAPER LI=NGTH(FT) �• �. � _� •'• �. �,r�.�y;,}�.��'' �i�� - 11 � W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT " �".. ' „� ,`••�w+t � I ♦ .• o_ ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' 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 %2L % L L % L % L L Y2L %3L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- 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' :5 35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03J 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_08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS i �• f ARROW PANEL WORK TRUCK ® (FLASHING ARROW) Fm SHADOW UNIFORMED �. VEHICLE TRAFFIC OFFICER tl • ' ... H g SIGN OD PARAWEBBING •r T W I N I D_0898GA_08 28"CHANNELIZING DEVICE �■ FLAGGER E y W N TWIN FALLS,ID 1 •�' J NOTES MATERIAL DESCRIPTION QTY ACTUAL : � - - • � � � � W V = FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. '� • ` •` J FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR ` CALCS' W/60,S SPEED,W=WIDTH ULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L �'►H�� SIDEWALK '"`�'-' ► •• W v = = •'rJ PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ~ CLOSED ��• 2AND _ WHEN NECESSARY,SIGN 1r /'�+!� • • •r'J ,• ��s. , • y - WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE \\ T�� -� � �.•�' � - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION «• ^� — FORALLSPEEDS. -•f�' T ' +• i I CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ` _ • 1 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL •'•` ��_ FIELD CONDITIONS,ETC... A �• . ALL DEVICES CONFORM TO CURRENT MUTCD. +�- _` •� —- —- CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - CONSTRUCTION CAN BEGIN. �+.�- _. �.. _�� .• ..r-..- -- - --— ----- - - - `" RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL «. •�- ~ •� ....•w T + .-.� - �_ ,� --- �.-�� ,q BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ,• T- PLACE FOR CONTINUOUS DAYS. - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLBE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPMTRAFF -� PLACE ORONTROL MUST BE CONTIINUOUS DAYS. UP AND REMOVED EACH DAY,NOT LEFT IN , LGI$x LLB. 1 Ev k I D�? CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. • THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 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 ~� i 40 M.PH. OR MORE: L=WS er• .i L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT •'% 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' 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 V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE 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 a 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 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_08 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR �•1..�w�.~ PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS ARROW PANEL + • S • •r•• •• • �: �' `.••' ' ..�f'A'. � • • WORK TRUCK ~ ,-7 - ® (FLASHING ARROW) ♦••�. ram. • �►• �, ' •.' 1 yiI SHADOW UNIFORMED r- t`•Y • "%•af .'••• v+ '��, �'ri _�:�I �� VEHICLE TRAFFIC OFFICER 1rs • -•• �� , .r 'r+. �� `- SIGN OO PARAWEBBING •y • r TWINID_0898GA_08 28"CHANNELIZING - V •f�� " • j,• ~�� y• + i• DEVICE FLAGGER • • • •� •�jll �� TWIN FALLS,ID '�•! • • •• _ • •7y C MATERIAL DESCRIPTION QTY ACTUAL NOTES: •r1Ay-` '�•'!'r� �+- .• •• • � , '•.r • y �' FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •'4• ' +�� ••{ � ~ ~� J ••• • O FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR .2II Iy• y�Y -wry• �Y • - • • Y `jam, • • V W CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L -�"- `�•'••- •�� r• �- J C '1 -T LLI1y� _ =S' W/60,S=SPEED,W=WIDTH + f �_ � .e+ •�- r��• .y i y ��• �- •�� ;•'1 I J y PLACE AND ACCESS TRAFFIC CONTROLDEVICES ON 10 FT.SPACING FOR INTERSECTION •� •N��*+ y W O 4p • � Q O WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ��• - W V CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - �,�� (n SIDEWALK • r L� c FOR ALL SPEEDS. �+ • CLOSED4• -•1, N 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. 7- ,•M 'y ` w-•� • CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 0 ••�•,Y �• • CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE •r••• 0� CONSTRUCTION CAN BEGIN. w �-�.•, �. 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 f 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 LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT f 0 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N N BUFFER ZONE POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L '/3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE 30 200' 150' 75' 1 50' 165' 83' 55' 180' 90, 60' A B C ° 35 L —W52 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100 < ul 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE oc 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 0 65 645' 650' 325' 217' 715' 358' 238 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ) . s` ARROW PANEL WORK TRUCK ® IF ASHIING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWIN ID 0898GA 08 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR T CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L n Q =S' W/60,S=SPEED,W=WIDTH r m PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION SIDEWALK SIDEWALK AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CLOSED CLOSED G 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. Cheney Dr 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. Cheney MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ' COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF -— —• RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND _ SIGNS. - - _ THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE—SIGN SERIES — - ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA ip *, 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) M W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' 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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- 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 a 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 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_08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ~ ARROW PANEL ff WORK TRUCK ® (FLASHING ARROW) i Fm SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING . �� l TWIN I D_0898GA_08 28"CHANNELIZING FLAGGER I TWIN FALLS,ID DEVICE ~� N MATERIAL DESCRIPTION QTY ACTUAL NOTES: n m FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. O D Y 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 Ul Q n p =S' W/60,S W=SPEED,W=WIDTH = p 3 rO m PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION M r AND ACCESS RADII. m N LLI D O m WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE (A SIDEWALK N V G> CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 3096 OF THE"A"DIMENSION p FOR ALL SPEEDS. CLOSED CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUALs FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. - �? CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. --- _ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM .- TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. , MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ` y ` , �' lima SIG (THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 1 � - ,•�_Nl♦} ` 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. 7 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. 0 JR _ TAPER LENGTHS CALCULATED BY FORMULA \...'• * iC , r FROM IMUTCD TABLE 6H-4. y w y 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS w� • �•, `�w ��_ �1 I' r ' Q L=TAPER LI=NGTH(FT) 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' 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 V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE 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 E04C OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCEDy \= OF TRAFFIC 0 WARNING SIGNS ps.+.��- "• ARROW PANEL �rl • WORK TRUCK ® (FLASHING ARROW) y w i • SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING a + TWINID_0898GA_08 28"CHANNELIZING DEVICE FLAGGER � •�' < • TWIN FALLS,ID ~� ,�. • r j �,� •�•r ^� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. j f , t • -��, FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR ■ •"r• / . - •-I • �/ . �'. R'•. • CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L .. T • ti 7 •� =S, W/60,S=SPEED,W=WIDTH O j r r` �. • •' • 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"DIMENSIONFOR ALL SPEEDS. r, CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. _ 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 Ly Dr Cheney Dr Chem IMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM , �U. '�Yj TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Cheney Dr , Cheney 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 , r SIGNS. r i1 THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - • • SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES Q35013 ♦ • • W ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). �I1VM341S _ O Ix WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR J W RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES • J h PRESENT IN THE EXISTING PEDESTRIAN FACILITY. �� _ CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE } 3 OF THE MIDBLOCK CROSSWALK - W V wo 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 /60r 40 M.PH. OR MORE: L=WS Q L=TAPER LI=NGTH(FT) �I co W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT (�) 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' 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 V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE 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' u I I 11 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 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_08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«• PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS �, jf ``�' - T ► ► r ARROW PANEL WORK TRUCK ® (FLASHING ARROW) + •� {{ �r {�•_+ 1+ 1 • M t 1 SHADOW UNIFORMED ` r �+; 1 ,• !�`:+' r 1 • 1 1 VEHICLE TRAFFIC OFFICER ,/ � � � � �r•�;Iw11• ; r••• +•�� i � � (IM g SIGN 00 PARAWEBBING {!� �. •� '� ; � �• • TWINID 0898GA 08 28"CHANNELIZING DEVICE 0--■ FLAGGER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ram NOTES: _ _ � � . .- �- - - FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ' ^ _ • p 4 FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR r'' . ..-• r �'•T� 1 � �~ . • .�- �� CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L t r r �� !� ' • , ' Y 1' ;♦ j =S' W/60,FI=SPEED, L DEVICH _ • Tom~ • vw6w%dl6A"_ PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION `�� •�'• - �!�� -#r�L^' � �,�•mow AND ACCESS RADII. ' WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �-�,� �-yi —_�� 1•- � /ry'�.,..,�.,71.,.� f .�.�}�• 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. _ ♦�'► ••-� r. �, [i 1, r y� •!►'�.r e.,n.�I I�Y'��'1'!'�y" .►• ' • ' • � •'r. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • • ♦ •'l - .4 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 '� r • • • - •I J ,•• +- • ' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • •••' BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - ' - r.r� • TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. •• 1 n{' !•T - •' CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - O m 1 • • UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF in ' THE SAME ROAD. ' , m D 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. • r •1 1' THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ' 1 • �' SIGNS. • • J i THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD r r SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES . { ••` 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. r / • « •, f • • ` TAPER LENGTHS CALCULATED BY FORMULA ' FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 r 40 M.PH. OR MORE: L=WS • ' � L=TAPER L1=NGTH(FT) 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ~ 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE - o POSTED SPEED POSTED FOR SPEED SIDEWALK CLOSURE 10' OFFSET 1 l' OFFSET 12' OFFSET o T. (207) 591-6427 F: 772-3427 POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE 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' :5 35 MPH 45 360' 450' 225' 150' 495' 248' 165, 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04E OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 26a EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE CHENEY DR PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS _ , _ r• f• • ARROW PANEL WORK TRUCK = "� •4• :; ® (FLASHING ARROW) _ � � '• ,Y + ,��, �' t�', SHADOW UNIFORMED ti -� �.�; : «� •ri « VEHICLE TRAFFIC OFFICER - .; •• r+ � �«,•, g SIGN Oa PARAWEBBING •�7 �.• - y ��'+ ��•*�i•y• •7• � "��+ •.�� _ � .1 TWINID 0898GA 08 28"CHANNELIZIN 111•.�` .; �� DEVICE �■ FLAGGER ' �y+��r • i`��i ,�rf. �� .�� ; TWIN FALLS ID it z - ��i. `w� •1• � MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ..�y1 r' IL 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 •W L. =S�W/60,S-SPEED,W=WIDTH `: � fl��«• �' i PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION l� •�t - AND ACCESS RADII. � � v 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. _DCheney Dr Cheney Dr - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM • TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 0 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 U3$O7'J 1 O3SOl•J COLLECTOR ROADS. )I1dM3OI$ N�VM341S p THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF U = RESTRICTION TO THE FIRST SIGN. J y THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND y 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). �•� h� /� WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL `y 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 40 OF THE MIDBLOCK CROSSWALK -r�� ••� 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 �+ ' �'• ' ' r 1 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 0 co 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE on a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SIDEWALK infoOtllsontech.com o SPEED POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE E REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION KNC 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE o 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04F OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730, 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� ,, PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL r `� (FLASHING ARROW) I SHADOW UNIFORMED r 1 VEHICLE TRAFFIC OFFICE th1 g SIGN OD PARAWEBBING T W I N I D_0898GA_08 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION CITY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. 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... Cheney Dr Cheney Dr Cheney Dr Cheney Dr ALL DEVICES CONFORM TO CURRENT MUTCD. - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ Cheney or 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 r i T, �E • PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • ,R' i -Af�`-` 1 • i' BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM N - `�i"4Y • 1 171.•«�� TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN m PLACE FOR CONTINUOUS DAYS. - CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME N Y i i73SOlD UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF rn x NlVM3UIS THE SAME ROAD. m MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND CLA p COLLECTOR ROADS. m m THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. _ 1`' ' h• THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND � *� �`��`•`� �:� / 5<<t• 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 r OF THE MIDBLOCK CROSSWALK C■ ) 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 4. 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) : - 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ,1 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED o T. (207) 591-6427 F: (207) 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE 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 11 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE a 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 E04G OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' [FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: DIG Ilse- 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 /L, DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS _ WORK TRUCK ® ARROW PANEL ,• (FLASHING ARROW) 33 ♦• ' SHADOW UNIFORMED 1 i� • • •• j , VEHICLE TRAFFIC OFFICER ~ , 0. • t g SIGN O®PARAWEBBING *�• • ` • • •1, • TWINID_0898GA_08 28"CHANNELIZING �■ - .. ` TM •' •: •� '• • ' ••• `' DEVICE FLAGGER �� • ` TWIN FALLS,ID ��. i. • MATERIAL DESCRIPTION QTY ACTUAL NOTES: • ` � ~ FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. y _ i _ FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR "L" _ _ ~ _ CALCULATE USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ~� - • •••• •• • - _ - ' =S' W/60,S=SPEED,W=WIDTH '• `� �' f •ti • • • • - • ••w 1 PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION `� • • �•• • •�•• • d6 • ••M� - -ti AND ACCESS RADII. • • ♦ •' •• .. _ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE • �• • ,_ • •. •� -0- 16 CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION •• •{•y�• • r t- ' FOR ALL SPEEDS. , • • • CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES •/ r• `. REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - •- • FIELD CONDITIONS,ETC... ' •/y��r *�• r ALL DEVICES CONFORM TO CURRENT MUTCD. 4 • •. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - R/ • • CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - - _ •• �• _� CONSTRUCTION CAN BEGIN. y 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 • a " M • BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •• . SIDEWALK CLOSED � 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 CROSS HERE _ 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 • rw �~ ti RESTRICTION TO THE FIRST SIGN. • _ THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. or 1 ••7 THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD •• - .r, �r • SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES �'• rti, �� •i A ENCOUNTERED BYA DRIVER APPROACHING ATTC ZONE). •� -� • - ?•,� ti �,• �= �� r IF �• ' 1 •- ram .• . WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 11 • • Z- ` w RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ' ��` •.�! INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES • j r �. :�,�' ....-4-A.• PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 1 _ - • a CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE . • -� , _ .+ OF THE MIDBLOCK CROSSWALK •-� - - SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. . .i-, ,.r j -L ••, ►' «' s _ - TAPER LENGTHS CALCULATED BY FORMULA ••• •�'t�,� •��' `'�•-, �,' ~ ' �•��' ` 4�,�'�� FROM IMUTCD TABLE 6H-4. �i'+ Ali-�• " ' r� '•4A 91= • '+ 40 M.P.H. OR LESS: L=WS2 /60 - ;r'q'l .+''•ice..•+� r 40 M.PH. OR MORE: L=WS �,,• w �� ' ��► �, t L=TAPER LI=NGTH(FT) -tip a Q W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT r - •r _ 0 c� MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' 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 % L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION KNC 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 D_ 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100 ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE WI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH SIZE B SHEET: NTS Q 55 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' SIZE D SHEET: NTS co 60 L — WS 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' RURAL 500 500 500 co SHEET E04H OF E09 0 65 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FFILE:N:AME:TDS_TWINID_0898GA_08 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 ti!�► • !: WORK TRUCK ARROW PANEL ,'•'�'ti � �� ,t. t; r• ® �'' •� "'�:• + �, i I' (FLASHING ARROW) . O,;-. Y �"•' ••• �,, . `� 1(r SHADOW UNIFORMED nm VEHICLE TRAFFIC OFFICER " s.�• ••• w Ow , • 1 ', • i O li 1 SIGN OD PARAWEBBING •�� N V �.� r� f• TWIN I D_0898GA_08 28"CHANNELIZING FLAGGER r .� �t A TWIN FALLS,ID DEVICE y MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •y •.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR • } w .- ,-.I CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L • - =S' W/60,S ` =SPEED,W=WIDTH • �!-rnly\�� 7�� / • '1• (' PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • - try ��7 }'�•• �ti •1 , �`• 'i AND ACCESS RADII. 4 �^//� J • F. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE '�' •• - - _� {r -*'l �• CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FORALLSPEEDS. y•`; _ - ••� -•• ' CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ` ♦f' ••'•r .•• ' �[•' - �•i_ s y - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... • yt - f ♦ (. ALL DEVICES CONFORM TO CURRENT MUTCD. •• _ •• _ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. _ , •'j�� 1• CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - ' •i � J* • r �' ' CONSTRUCTION CAN BEGIN. • •�'. . -' •t' .. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL � �• • - ••r � BE LI MITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM •� ti .�y'`r��fr• �jzdc- • •'•' 1•, TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN `. �' - • •�• r .r '�' 7 PLACE FOR CONTINUOUS DAYS. • •• _ • 11r'7•�'r � �s , \ • 14 2 •�• RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �'+ - -•• ��f •• )� .�•J.� 1�r•. I �•, r r .. 1 i. 1 1 •. BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM • + • -[- 'r 1 �� yt'� �".y ;,_•_ • :.y TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • � - . _l' + ♦. �� + _ •4 , PLACE FOR CONTINUOUS DAYS. • •` -� �� CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME ••!•�• • •'�•'• • r , UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF •a. u.�� • •• `r/•r ,�'- .�IF THE SAME ROAD. • ,'. •'�!+',jy •r MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND `: • •,` �•I' COLLECTOR ROADS. - .• AR r •a THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF 416. • T ; w'�•.S•a'�• `• ' r RESTRICTION TO THE FIRST SIGN. •�: .Z ys-�T +.�Y•tl r -1 THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND •.. •7' �T �T�' t , SIGNS. yV THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 4p r� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES '+`'�l♦ •�'• 'M� ` lb` ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ^_y - �, j- '• WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL DETECTABLE AND SHALL • + SIDEWALK INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �' 1�•„�, r... ♦ CLOSED ' • PRESENT IN THE EXISTING PEDESTRIAN FACILITY. y�• ��A< CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ve '/'•' ��!�. OF THE MIDBLOCK CROSSWALK ; 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 40 M.PH. OR MORE: L=WS •• ^ L=TAPER LIENGTH(FT) o�jQ Q 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' 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 %2L % L L % L % L L Y2L %3L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- 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): 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180 URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E041 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_08 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 WARNING SIGNS •7 �'�T % �� ARROW PANEL r� �r f WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED �" r ` '��•� VEHICLE TRAFFIC OFFICER �. g SIGN OD PARAWEBBING 1►•. OSED • TWIN I D_0898GA_08 1• ,�.• CL 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 •y 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 Cheney `� ^ • REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUALChe D Dr E V ( eyT rn,, E p FIELD CONDITIONS,ETC... t,.ilitilA�L,() 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. �; 3ZI3H SSOZIO 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 43SOl0 HltlM301S PLACE FOR CONTINUOUS DAYS. i CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME r _ UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. 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 � 4• �� RESTRICTION TO THE FIRST SIGN. ^•� O RI THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND f �� SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD r SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR • RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • •r INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 1'! ' • ,' M •*L CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 'yr'• ' OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. S "• TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. s 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WSCL �! Q L=TAPER LI=NGTH(FT) .�, 00 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 10 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N BUFFER ZONE POSTED FOR 10' OFFSET 1 1' 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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- 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 E04J 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_08 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. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS t WORK TRUCK ARROW PANEL(FLASHING ARROW)SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN Oa PARAWEBBING { I TWINID 0898GA 08 28"CHANNELIZIN �■ FLAGGER f' ; L �•� TWIN FALLS ID DEVICE �Q MATERIAL DESCRIPTION QTY ACTUAL NOTES: 0 FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. '' V _ FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH �P 5 PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. �O WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ L y G� CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 0 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. I CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL J , 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. ' 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 r RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. P. 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). i 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 OF THE MIDBLOCK CROSSWALK 1 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA - FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS a L=TAPER L1=NGTH(FT) zi 00 W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 0 co 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE on a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SIDEWALK infoOtllsontech.com o SPEED POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE E REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C X DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION KNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 1u L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE o 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04K OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898GA_08 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 61-1-11. Lane Closure on a Two-Lane Road with Low Traffic Volumes (TA-11) )tbaM A. I END TWINID 0898GA 08 FORD WORK OYON TWIN FALLS,ID .. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL (optional) Twr rflptiorrall 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 Q A TRAFFK Co (optional)- . • (sae Section 38.1fi C11TILSON N 8 (optional) On a Mission N Z 0 T- (207)591-6427 F- (207)772-3427 K } 04F tANE InfoOdsontech.00m 0 ROAD AHEAD REVISIONS (optional;, DATE DESCRIPTION INITIAL 3 _ I e, 02/17/23 INITIAL SUBMISSION RNC 311sI�M dYOb T 7♦ 1]/ - ON3 Q QI {cpUor.all I iaptlonal) SCALE ooI Q ROAD SIZE B SHEET: NTS WORK oo SIZE D SHEET: NTS o AHEAD SHEET E05 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 08 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 C11tI_'C:tII_Ill,l '�ri_rlulll�;', +, Tal-:� I ;I GYAH4 TWINID 0898GA 08 raOJ� t TWIN FALLS,ID t7�YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL L 1 T (oplionall - — 004 BL.fler sp�lc� (opUanah N X 1 U4 ft N Temporary solid_ white lane line Buffer space (o plional) Co N 0 N '5=speed in mph N 1 L TILSON N N NOn a Mission Z 0 I �� T: (207)591-6427 F: (207)772-3427 4S ft' InfoOdsontech.com w +I + �� 1 f� REVISIONS �- - DATE DESCRIPTION INITIAL C 02/17/23 INITIAL SUBMISSION RNC Note See Tables 6H-2 and --- 6H-31or the moaning a of the symbols anWor - i I ROAa QI letter codes used in �__ WORK this figure. - ~' AHEAD SCALE oI 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 08 HALF-ROAD CLOSURE MULTI-LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585 Hlgh-Speed Highway (TA-32) TWINID 0898GA 08 TWIN FALLS,ID <*11� I t f MATERIAL DESCRIPTION QTY ACTUAL C B t xfn 'r or B or 1 T [�o L Temporary white Buffer space alga Irn2 (optional) 1 1,,2 L MIN. Temporary ' 112LMIN < > ye11ow lirl?S y AX '4 IMPH 1!2 L MIN. I,opbonal Q 00 o I;MI •� N TILSON N On a Mission Z O T- (207)591-6427 F- (207)772-3427 �— rn rr Ir,roocnaonlecn.c«m REVISIONS DATE DESCRIPTION INITIAL ✓D1 02/17/23 INITIAL SUBMISSION RNC a � CLOSLL Q Nola: Sea Tables 6H-2 and 614-3 aI for the meaNK of the U symbols and+or letter t t ~I Codes used in this figure, AHEAD SCALE 0I 0 SIZE B SHEET: NTS I Typical Appllcatlon 32 SIZE DSHEET: NTS 00 SHEET E07 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 08 WORK ON PARKING LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585 High-Speed Highway (TA-32) TWINID 0898GA 08 TWIN FALLS,ID tf MATERIAL DESCRIPTION QTY ACTUAL C B t xfn 'r or B or 1 T [�o L Temporary white Buffer space adga Irn2 (optional) 1 1,,2 L MIN. ; #+ /<,> Temporary ' 112LMIN < > ye11o1w 1i11?S yyy 1/2 4LMI i%. I,opbonal t Q Co o I;MI •� N TILSON N On a Mission Z O T- (207)591-6427 F- (207)772-3427 �— rn R Ir roocnaonlecn.c«m REVISIONS DATE DESCRIPTION INITIAL ✓D1 02/17/23 INITIAL SUBMISSION RNC a CLOSLc Q Nola: Sea Tables 6H-2 and 614-3 aI for the meaNK of the U symbols and+or letter t t ROAD ~I Codes used in this figure, AHEAD SCALE 0I o SIZE B SHEET: NTS I Typical Appllcatlon 32 SIZE DSHEET: NTS 00 SHEET E08 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 08 SIDEWALK CLOSURE ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29) (optional) T � -0 = W TWINID 0898GA 08 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 Q 30$$HERE 0 o_ 0 Cq Note: For long-term stationary T I L S ON a work,the double yellow on a Mission o center line anWor T: (207)591-6427 F: (207)772-3427 w lane Ines should be Irroocnaonlecn.c«m o removed between the REVISIONS ROAD crosswalk lines. DATE DESCRIPTION INITIAL - N(?t;K See Tables 61-1-2 and 61-1-3 02/17/23 INITIAL SUBMISSION RNC AHEAD for tho meaning of the a symbols and+or letter Q codas used in this figure. I U ~I SCALE of Typical Application 29 SIZE BSHEET: NTS Q SIZE D SHEET: NTS 00 00 SHEET E09 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 08