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HomeMy WebLinkAboutTWINID_0898GA_08_TCP_REV1 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` ,.n .icla �lirf+► ''a. fib - —� I I - � I I I I — — — - � I Maur _ v M I N \ 0 TIL50N Z ► —p - i MF' I 9 n , T. (207) 591-6427 F: (207) 772-3427 p infoOtilsontech.com i °tom u R iv erb p I I = o s yr a N Temple Dr REVISIONS C Ln p, 'D N DATE DESCRIPTION INITIAL RiverW OOd Rd 1 3 02/17/23 INITIAL SUBMISSION RNC d i ` 12/07/23 REV 1 NV .. . L u;ch G, r d a s ?L v G3tena Dr y S Temple Dr Q C. eyf u J a U , Eron, SCALE o (IUD y SIZE B SHEET: NITS Q 0 x . Candleridge Dr03 SIZE D SHEET: NTS a 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. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS W ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED ' Z, ♦ �. VEHICLE TRAFFIC OFFICER ,;y�►. _ a 1 SIGN Oa PARAWEBBING ..•a�•� ' TWINID 0898GA 08 28"CHANNELIZIN �■ FLAGGER 1 • TWIN FALLS ID DEVICE - � I MATERIAL DESCRIPTION QTY ACTUAL NOTES: � _ � FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �'"• - �'-.y±��- Q =S�W/60,S-SPEED,W=WIDTH �1�--� ! •� y �+ j O a - 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 y t_jj 1� FOR ALL SPEEDS. 1 CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL a •b jill FIELD CONDITIONS,ETC... •�� 4._ __ __ 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. P. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. •I •f - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM "hene' Dr Cheney Dr TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. } CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR '•� RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL = INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. M r . CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE j' OF THE MIDBLOCK CROSSWALK < SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 pool 40 M.PH. OR MORE: L=WS '.1' 4 Q L=TAPER L1=NGTH(FT) N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT .' _ co 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 SHOULDER CLOSURE infoOtileontech.com POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE 0 REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL O) 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV 1 NV 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' 1 180, 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' 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: 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 mot. tt _ r�r+f � ARROW PANEL f. ti •`f'1 d.iV ,`.. �� �'.. • _ WORK TRUCK ® (FLASHING ARROW) 1'�4- •�y • d,��,! ••T� • -> r 4 , SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER • 4 �� + • '"'>�'� i � �r�.• `. �•�r � - SIGN oa PARAWEBBING Ilk, '� �� ti�;r• ~ �� ~ ' TWINID 0898GA 08 28"CHANNELIZIN - ^•<~!!� �� "a DEVICE �■ FLAGGER :/�w ,y:'�J*ry �♦ `�. •*` 4 �1'i •� wK.^� r' TWIN FALLS ID ,�'�/I'` ;F ,'Y •_w' •Y •�. i��� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •� :J"'�'•y.c �/'�. . f • f • R � .0 t�• 'F,� J FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR '� ! r r 1 ryr-♦♦f w� - 4 r J � ; •� } O CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L � 7— .J .It •,� _ • r F.. Y - =S�W/60,S-SPEED,W=WIDTH S r ^.• r •�• 1M J 0 Q 0 PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • ?! S AND ACCESS RADII. • ' �� f WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ♦ �,•� ���• Q CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEED$. �• - �'♦• . f 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. mr CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. '� n CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE dL11 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 f 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 Sr SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES - o ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES \ _ 'PRESENT IN THE EXISTING PEDESTRIAN FACILITY. m 0 CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE D — - OF THE MIDBLOCKCROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ' • f TAPER LENGTHS CALCULATED BY FORMULA • 6 j ! ��`r FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS Q L=TAPER L1=NGTH(FT) co W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT Cl) CN 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 O) 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV 1 NV 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' 1 180, 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' 358' 238' 780' 1 390' 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. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMEDFm i VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWIN ID 0898GA 08 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� �NOTES MATERIAL DESCRIPTION QTY ACTUAL : � ` i; FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. a' ' FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR R - CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION �' v H O W AND ACCESS RADII. _ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 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 BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. _+w 1 • CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE LS - CONSTRUCTION CAN BEGIN. - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ---• _ Ad - _ 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 t _ BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM S - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _Cheney Lr "heneyR PLACE FOR CONTINUOUS DAYS. 0 - , CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND A6 �i COLLECTOR ROADS. " • THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ---� RESTRICTION TO THE FIRST SIGN. . __�, i. + •� 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 SERIES1§ ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). O WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL Q TS I1 ' INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. I TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS Q L=TAPER LIENGTH(FT) co W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M 04 It MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN z POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/07/23 REV I NV 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' 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 E03B 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 WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMEDFm I 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'. �' Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR Q CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L J 0 lL =S' TRAFFIC FI=SPEED, L DEVICH j 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 7_ 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. so CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. III CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 711 CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL , ff ll 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 WILLene 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 DIMENSION THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION ICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. 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 0 r= ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). n WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES r' ' PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK t 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 Q L=TAPER LIENGTH(FT) coW=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITEm M 04 It MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 12/07/23 REV I NV X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250, 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' u I I 1­1 45 360' 450' 225' 150' 495' 248' 165, 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE cc 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 1 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_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 R, f \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) r SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN 1111=1=31111111 PARAWEBBING TWINID 0898GA 08 28 C DEVICE IZIN �■ FLAGGER x 0 TWIN FALLS ID J 0 W MATERIAL DESCRIPTION QTY ACTUAL NOTES: d FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH - a r (1 » • PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE y CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - - CONSTRUCTION CAN BEGIN. , 1 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. -- 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 , 'f THE SAME ROAD. - MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND r - COLLECTOR ROADS. " 1. ` t • 1 IV a D � C 'rir� � 1, . • ��. � 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 10 �_ * - • SIGNS. D —{ THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES . 7 ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR • i " RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES soi PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE r t OF THE MIDBLOCK CROSSWALK �,a• ,� 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 Q L=TAPER L1=NGTH(FT) N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT ,' 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 ontech.com o L %2 L 1 LANE SHIFT infoOtile/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 O) 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV 1 NV 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 1u L =WS2 CL 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 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 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 ® (FLASHING ARROW) ' SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING TWINID 0898GA 08 28"CHANNELIZING FLAGGER _ H Y TWIN FALLS ID DEVICE ~� p w - 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"C'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L 7_ =S�W/60,S-SPEED,W=WIDTH '�+! PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... Chen ALL DEVICES CONFORM TO CURRENT MUTCD. ey Dr Cheney Dr CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. Cheney-Dr Cheneypr Cheney Drt 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. A C -- MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND p 7C'� • !Y 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. �A THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ,l RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES me 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 yti FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS ',. ��� 1 _ •� Q L=TAPER L1=NGTH(FT) `, . '�►' N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co 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 infoOtileontech.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 O) 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV 1 NV 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 E03E OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 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 ice} �� • WORK TRUCK ® (FLASHINGARROW) r �.�•� • tit% SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER ti • �' r'1'r; '1 _ g SIGN OD PARAWEBBING ��• i '� ~ �w� H Y �•1i' 1.►,• W TWINID_0898GA_08 28"CHANNELIZING FLAGGER ��� 's •! _ TWIN FALLS,ID DEVICE ~� S Q • MATERIAL DESCRIPTION QTY ACTUAL NOTES: Ap - r FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ^FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. ;•�=` � WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 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 WILLBE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 4 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 .• ~ • f. THE SAME ROAD. �? - MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND •+ _ •• - COLLECTOR ROADS. • % w - i THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF C, D CC RESTRICTION TO THE FIRST SIGN. •• = C _ THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ITl O r SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD +. D SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES -•�i ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). S WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ` RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - _ - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK +"•��� f �' SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ♦ ! ��• ~ 1. TAPER LENGTHS CALCULATED BY FORMULA b, FROM IMUTCD TABLE 6H-4. - 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS „ Q L=TAPER LIENGTH(FT) r N W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M 04 It MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 12/07/23 REV I NV X 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <_35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 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 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: DIGS Ine- TYPE II SIGN W/HIGH LEVEL J•d• 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 •�: ' s �• r L: . :'�.' ARROW PANEL ' } �,•'1 • •� •• o' } •� r WORK TRUCK ® • •-• '• i x - `f •' r' (FLASHING ARROW) 1r- 4 _SHADOW UNIFORMED F ' ••�� VEHICLE TRAFFIC OFFICER • �� r�! „ • ` �• F,�`Ij �',�.� � �' '� • , r g SIGN Oa PARAWEBBING • �. ~r��� ��� '•+� �' TWINID 0898GA 08 28"CHANNELIZIN !� ` •• _ DEVICE �■ FLAGGER - ,• { •4 * •• •��� ._� TWIN FALLS ID ! w 1' r •.• K V MATERIAL DESCRIPTION QTY ACTUAL NOTES: � + � • _- *Ab • r���I'y :,• .; i�I~���jjjT�i • , �� FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - �/ti r • r ` ,?f`� ••� FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=I W OR "' • •f `�IyLr CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L -+• J• • • _�- '" } ❑ =S�W/60,S=SPEED,W=WIDTH *,� /{/{/{y��•1 •�' • +� PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ^F , ++�• �-'�I r w• ��' 'r ~ Q r y•!• AND ACCESS RADII. .f • • .��. J Q W Y WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE " - - • ••_ �•• F- y = i CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ••+ -. r. r1� • 7 Q ' FOR ALL SPEEDS. h>'• ,��. 1�� - w • CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES v f REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL •• M+� a • FIELD CONDITIONS,ETC... � � •AP ������ '�• 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. +A 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 7 BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ' TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Cheney PLACE FOR CONTINUOUS DAYS. ' r Cheney Dr Chen 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. CL THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND • SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED ORRELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALLlot INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURESPRESENT IN THE EXISTING PEDESTRIAN FACILITY.CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 'OF THE MIDBLOCK CROSSWALK Is 4► 1'4 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 ••' i; Q L=TAPER L1=NGTH(FT) 1 N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMITfA !• �. co 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 ontech.com o L %2 L 1 LANE SHIFT infoOtile/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 O) 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV 1 NV 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 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: DIGS Ine- TYPE II SIGN W/HIGH LEVEL -n, BARRICADE WARNING DEVICE CHENEY DR PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS ! ly WORK TRUCK ARROW PANEL ® (FLASHING ARROW) hr SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER SIGN oa PARAWEBBING I •'1 'i I TWINID 0898GA 08 28"CHANNELIZIN FLAGGER — — 1: TWIN FALLS ID DEVICE ~� i '• i�� • MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •� !�1 Y Q FOR SHOULDER CLOSURES WHERE W< 10',USE 4 VALUE FOR W=10'OR �" "' - + J 0 Q CALCULATE"L"USING FORMULA,FOR SPEEDS> 5_45:L=W5,SPEEDS<45:L / , ��'• • �• F O Z _ I =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 `�` � J}• CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. ~ EllikCONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - - - 't •r •-4 '• _ - __-_ •,'` _ �~ 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 rh, CONSTRUCTION CAN BEGIN. _ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ^ �•• BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM r �+ TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Dr E Cheney Dir CheneyDr Cheney Dr Cheney , r Cheney Dr "Chi 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 or - •• SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES / D C ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). = O=! _ - WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR D ;0 r RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL t7 x 1 , 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. - - •-' w TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS Q L=TAPER L1=NGTH(FT) +. N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT • co 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 ontech.com o L %2 L 1 LANE SHIFT infoOtile/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 O) 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV 1 NV 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 E03H OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 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 • 1 ' ARROW PANEL ;r WORK TRUCK ® (FLASHING ARROW) �A s OV3HV SHADOW UNIFORMED w T• - Amom - VEHICLE TRAFFIC OFFICER �• •r• Alllllfl g SIGN Oa PARAWEBBING 28"CHANNELIZIN ♦ .+ ♦ l �� �j► •Z �► W TWINID 0898GA 08 DEVICE �■ FLAGGER '�"� ' i +� ' 3 2 TWIN FALLS ID r _ r. . � a MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR • M^` 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 - _ " •+ ♦.' AND ACCESS RADII. r �' 'M - WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION I, � • .` �� " • r" FOR ALL SPEEDS. Cheney CONES SHOWNSHALL ARE F AS DON CONE EXACT NUMBER , CTUAL !`{1 ONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ��''``�•'''"`�t`"'��{{JJ uuvv �;1AA�lA1�-Af w tJJ�lA�L�II 1� L-U FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. 1 • t RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL � ♦ e 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. ot . 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 C 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 fll r" 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 f 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). "•.r ♦ - 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. 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. Ati Y� UTILITY ' 40 M.P.H. OR LESS: L=WS2 /60 -- AHEAD 40 M.PH. OR MORE: L=WS r , Q L=TAPER L1=NGTH(FT) N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT Cl) CN 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 SHOULDER CLOSURE infoOtilsontech.com POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE 0 REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL O) 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV 1 NV 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 1u L =WS2 CL 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' 840' 420' 280' 1 1 1 1 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 WARNING SIGNS • 1 . •• N ARROW PANEL WORK TRUCK ® - , (FLASHING ARROW) all. 110 SHADOW UNIFORMED y ~• •.�- I VEHICLE TRAFFIC OFFICER • , ,_ r �- g SIGN OO PARAWEBBING pk, , " • TWIN ID 0898GA 08 28 CDEVICEIZING �■ FLAGGER •� y w TWIN FALLS,ID r• e W MATERIAL DESCRIPTION QTY ACTUAL NOTES: •�'� v . • iJ = FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. r'• •,. • • Q 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 - - • , _ =S' W/60,S=SPEED,W=WIDTH SIDEWALK _ , , •�•'h • • w v PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ►w - • • • • C AND ACCESS RADII. ,, CLOSED ill P, -a r N WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE I' a, , • • — 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... _ t' 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 , ��}-��;-TT I nl - - , PLACE FOR CONTINUOUS DAYS. Q � l° Cheney Dr 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. _ - 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). J - WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR rj - _ low RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •� •' PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ' CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • „• OF THE MIDBLOCK CROSSWALK •� _ +i SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. �•��� - 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS t-•:'. . Q L=TAPER LIENGTH(FT) a!� ~� ��{{'' IL N W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT , M MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET G 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 Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 12/07/23 REV I NV X 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300, 200' 660' 330' 220' 1 720' 360' 1 240' SHEET E04 OF E09 cc 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. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS �-• • _ • ,� .• y r �% • i_:r_, -• .' • • ARROW PANEL �` 4 WORK TRUCK ® • r' ti ,' ' Ax. 1(FLASHING ARROW) tSHADOW UNIFORMED r '1" �� �' i . �—_' '�. " '� � " * VEHICLE TRAFFIC OFFICER 1 f .• ~!►�y •r+.'• g SIGN Oa PARAWEBBING r •� • t •• '� Ott •. • h TWINID 0898GA 08 28"CHANNELIZIN • 1 :`�' •' • DEVICE �■ FLAGGER �� ,•� ,+*. •�•j/ :�� V • TWIN FALLS ID _ ••• l• ••J•. 7 • - _ • ^� t T' '�• 10 MATERIAL DESCRIPTION QTY ACTUAL NOTES: • ''�.� .• ��•FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. — i A, j w T•� �~4%11% y W v O L FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=I W OR 6 W- Y • • J CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L 1• �.«M ' �y.� • J 0 • , '••�� U = =S�W/60,S=SPEED,W=WIDTH �' j y •� '• yl +, •I r Q CAI . PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION 4 'O f TL AND ACCESS RADII. T .� �; - W J WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 4 -� 9 '• - W V CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ,X-� (n U SIDEWALK • t C FOR ALL SPEEDS. .► �. _ • CLOSED CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES T REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL '• ./ - - Lf FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. INES CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. y CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE J�►r CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL \ ,_ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - PLACE FOR CONTINUOUS DAYS. _ CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME • 7 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 OF THE MIDBLOCK CROSSWALK "�� •. SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. A ~ `7 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 Q L=TAPER L1=NGTH(FT) t N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT �''' % '• co 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 SIDEWALK CLOSURE infoOtileontech.com POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE 0 REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL O) 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV 1 NV 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 1u L =WS2 CL 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 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' 1 1 1 1 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 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'. 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 0 =S' W/60,S=SPEED,W=WIDTH r M PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION SIDEWALK SIDEWALK AND ACCESS RADII. CA WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CLOSED CLOSED G> CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 3096 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 I �� 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 CtLea 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 ' y Cheney Dr COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF now - — - RESTRICTION TO THE FIRST SIGN. THE DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. VIC— 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. 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 Q L=TAPER LIENGTH(FT) N W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET G 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 Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 12/07/23 REV I NV X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' 1 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 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 ���r«� PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS W ® ARROW PANEL WORK TRUCK _ (FLASHING ARROW) SHADOW UNIFORMED , a VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING C • + �� 28"CHANNELIZING TWINID_0898GA_08 DEVICE �■ FLAGGER I TWIN FALLS,ID y 1 MATERIAL DESCRIPTION QTY ACTUAL NOTES: n m 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 y r^ J N CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L y =S' W/60,S=SPEED,W=WIDTH = • N O m PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION m r AND ACCESS RADII. m N D O RI WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE r CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION o SIDEWALK y V G FOR ALL SPEEDS �� CLOSED CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... �4 , • ALL DEVICES CONFORM TO CURRENT MUTCD. ` 4 �? • 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 - ne r Cheney Dr CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME , }r Cheney ` 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. 1 n . I • I 1 , THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). �A,; •r `�C . l •�- �.. 1 �,;� WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR , RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • • - INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES • PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �'CL ., 1 TAPER LENGTHS CALCULATED BY FORMULA 2 FROM IMUTCD TABLE 6H-4. r. i 40 M.P.H. OR LESS: L=WS2 /60 y 40 M.PH. OR MORE: L=WS Vjr r „r Q L=TAPER LIENGTH(FT) N W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT LLe M MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET G 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 Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 12/07/23 REV I NV X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' 1 A B C L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' 60 URBAN (LOW SPEED): <_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: DIGS Ine- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE CHENEY DR PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED 4��..,� • \= OF TRAFFIC WARNING SIGNS ys.�+•�— WORK TRUCK ARROW PANEL ® (FLASHING ARROW) + _, Ar . SHADOW UNIFORMED M� VEHICLE TRAFFIC OFFICER 1 rs g SIGN Oa PARAWEBBING TWINID 0898GA 08 28"CHANNELIZIN 0--■ FLAGGER 'i mF 'A • TWIN FALLS ID DEVICE ~ •� r•� M"14t •0 W— •l MATERIAL DESCRIPTION QTY ACTUAL NOTES: - �i _ • 7� -• R. FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. � _ ���[[[��I - . —. •FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR _ •�VA •Z- • �Q • ♦ ♦ - ? r` -r �•' CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L _ - S• _ ' - . i - =S�W/60,S-SPEED,W=WIDTH r } 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 y .�— 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 Cheney Dr Cheney r Cheney Dr Cheney Dr Cheney Dr Chem 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 1 i RESTRICTION TO THE FIRST SIGN. 14 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). )ilVM341S - ' o � WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR U = RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES J N PRESENT IN THE EXISTING PEDESTRIAN FACILITY. Q 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 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 Q L=TAPER L1=NGTH(FT) N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co 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 SIDEWALK CLOSURE infoOtileontech.com POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE 0 REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL O) 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV 1 NV 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 E04D 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 FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ����«r PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS W• 1 + •) ARROW PANEL ( t• t� �� + (t • y' •} WORK TRUCK ® (FLASHING ARROW) •� ;� r li rt,' ++ !It SHADOW UNIFORMED t+; + ,• •' .ltl•�' ,t , + VEHICLE TRAFFIC OFFICER +•"� t +'• ' �� j •i i •� 1 g SIGN OD PARAWEBBING Y•• • �+;};��f 1,,; t �f,• •„+il r • ~ {.1• TWIN I D_0898GA_08 DEEVICEVICE 28"CH ZING FLAGGER �'� TWIN FALLS,ID ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: � � FOR LANE CLOSURES WHERE W< ,USE U VALUE FOR W=10'. - air• - _ +` I :�i• r FOR SHOULDER CLOSURES WHERE W W< 10',USE"L"VALUE FOR W=10'OR �Li:,/•{ �• � �, CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH ' a • Z �K - * a PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _rfi�y1•�'••��i'� �•aa�i�, - a ra•mow AND ACCESS RADII. • WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE /_y7��„-•��UJ,.{, 1�p��r, _ ��p�..r,!`7� (� , CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION tl��•?,'11`'"� '--^'� W`--' a L5 FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �1 CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE r M►. _ _ CONSTRUCTION CAN BEGIN. - .+•aa ��117A•L RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL t • r - 1 ' _ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM i `, •�;��•, • •� TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - - - _•- j PLACE FOR CONTINUOUS DAYS. a , '. / j,• /'+.{i ' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • �� . BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM _ TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •- PLACE FOR CONTINUOUS DAYS. {' CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME -� O 31, I i •y aP •v UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _ r, y } THE SAME ROAD. �� MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND I 0 RI r �a �, COLLECTOR ROADS. • • PA O • ' 41 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 • l �' , 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). • v WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ' INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _ •.,• r PRESENT IN THE EXISTING PEDESTRIAN FACILITY. • , - �aL - - ; CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ' OF THE MIDBLOCK CROSSWALK :'�T' , I' , ♦i SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA '4 FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 i 40 M.PH. OR MORE: L=WS • Q L=TAPER LIENGTH(FT) .4 N W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT F. M MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET G 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 Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 12/07/23 REV I NV 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' 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 E04E 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. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED �w \= OF TRAFFIC WARNING SIGNS 1• �� ��� r,� 1--• = ARROW PANEL WORK TRUCK ® FLASHING ARROW �.� 'r..:. ,• -� •' •Y •^� SHADOW UNIFORMED �•. , 7.• f''•� •��•? :V "It VEHICLE TRAFFIC OFFICER '•` . ,�� `��"• A . g SIGN Oa PARAWEBBING _ _ • r• 4' '� • �' ��. •��` TWINID 0898GA 08 28"CHANNELIZING 0­■ FLAGGER DEVICE - �_ ~•.,• ., _ - • , •� M�' ���rrr��� �t �. • TWIN FALLS ID • ..' ' .+. •`Mwc..� i MATERIAL DESCRIPTION QTY ACTUAL NOTES: •�•� ••.`i a� : ••• •j _��F • i , L� FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - y ^�' ' I ' •r a��r yy� FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=I W OR - _- f• r�- ��/-a�- CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - - •'-• ti.� I�� • - = moo S�W/60,S=SPEED,W=WIDTH4p `1 r• PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION •• • Yt' AND ACCESS RADII. i .� 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. Cheney Dr Cheney Dr CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE Cheney Dr -Cheney CONSTRUCTION CAN BEGIN. _� Cheney 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 1 • TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME v WI 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 O3SOl'J 1 43$O1J COLLECTOR ROADS. )1.1VM3OIS N�`dM3OIS p THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF Y U = RESTRICTION THE FIRST SIGN. tq THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND w 3 SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD U SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _ y ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - • INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. , CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE j►. '!� +:-' `i��,�. OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �� ' TAPER LENGTHS CALCULATED BY FORMULA S •i __ FROM IMUTCD TABLE 6H-4. , �` •r •.� t 40 M.P.H. OR LESS: L=WS2 /60 C� • �'• ' _ rCL 40 M.PH. OR MORE: L=WS Q L=TAPER L1=NGTH(FT) N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT y co 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 SIDEWALK CLOSURE infoOtileontech.com POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE 0 REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL O) 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV 1 NV 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 1u L =WS2 CL 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 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898GA_08 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ���f«� PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS I ! WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMEDFm I �_ VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWIN I D_0898GA_08 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� r MATERIAL DESCRIPTION QTY ACTUAL NOTES: 'FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR • s h ♦ '� •� , CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH - !li yyLL 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... D ALL DEVICES CONFORM TO CURRENT MUTCD. - - - - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. Cheney Dr C CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE hen 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 y • _ 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 m 7C )IlVM3 S THE SAME ROAD IN = C) - MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND CLA p ��• -' - ' COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - �+ \ 'f i• , RESTRICTION TO THE FIRST SIGN. •_ THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD w• • � 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 lf� y _ v,•��.` RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL `•j' f: j , INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURESX- PRESENT IN THE EXISTING PEDESTRIAN FACILITY. aw CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ~ r OF THE MIDBLOCK CROSSWALK ♦ C\ 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 /60 441, 40 M.PH. OR MORE: L=WS Q L=TAPER LIENGTH(FT) '~ N W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M It MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET G 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 Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET)ROAD TYPE 12/07/23 REV I NV X 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C al L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <_35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 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' 1 720' 360' 1 240' SHEET E04G OF E09 cc 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 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMED . VEHICLE TRAFFIC OFFICER �• �� g SIGN O®PARAWEBBING . _. l • • r ' 1 •1 • L TWINID_0898GA_08 28"CHANNELIZING 0--■ FLAGGER - •. '1T1►rt • �• -� '• • •' DEVICE y ' �J• •'; 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 w ��r S• • • ' CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L • _ ` - =S' W/60,S=SPEED,W=WIDTH �,r► ^ ♦. -• • • • •' . • f PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION r •,3 4fi J • r :• ♦w� •• } ACCESS RADII. EEN NECESSARY, WHEN RSIGN SPACING MAY BE ADJUSTED TO FIT SITE • �+ •�•• �• t •• V.•� ••• •Milo-• CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION +��•' rf 4v r •L ` r ' FOR ALL SPEEDS. f • •• '�r • CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES �- REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �_,��•1,� FIELD CONDITIONS,ETC... •' ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ' • J CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE •• • CONSTRUCTION CAN BEGIN. f 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 J • - 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. SIDEWALK CLOSED ' +•,� 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 r 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. �"r THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - S ••r - THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD lb •,�� , SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES y •�• ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). '' ~ `-+, - •• ?T - ` , ✓ `�• J�."� WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR • f • RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL �•,�S r.' INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �� • �. L ►•'_ PRESENT IN THE EXISTING PEDESTRIAN FACILITY. , _ - - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE �f •• • �, OF THE MIDBLOCK CROSSWALK '« �• SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. • •1 .;i .I.. ' it •. TAPER LENGTHS CALCULATED BY FORMULA ��.�: • r �••;•' , ' ' FROM IMUTCD TABLE 6H-4. �' �►'�% •'• 40 M.P.H. OR LESS: L=WS2 /60 ;mot�l�b+'.vy�,.• �; . - ', 40 M.PH. OR MORE: L=WS Q L=TAPER LI=NGTH(FT) 1 • y: t. r W=WIDTH OF OFFSET FT S= POSTED SPEED LIMIT op.` •3'; �.' - .� M MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSOIN z POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.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 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV I N 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 '0 50 425' 500' 1 250' 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 01 65 645 650' 325' 217' 715' 1 358' 1 238' 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: ® 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 "� ► .� ARROW PANEL �! f• ♦+��• � WORK TRUCK ® IFLASHING ARROW) � j Pam+ SHADOW UNIFORMEDFm •� •}�"� ��` ��•� VEHICLE TRAFFIC OFFICER . g SIGN OO PARAWEBBING •"�• +`• SIDEWALK / "• .�' TWINID_0898GA_08 28"CHANNELIZING DEVICE �■ FLAGGER �• �� TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR pp 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. N WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE Ilk 11�4 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,ACTUAL IL:II Q (M1�,,y-T,Y't.y�(n r] p FIELD CONDITIONS,ETC... l.11i.�ll.� -• L7 L.i1Lt9Al�'v L.IJ 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 Now - _ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM / Lift 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 cu BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �iC+" TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Its 3S0�0)ilVM301S PLACE FOR CONTINUOUS DAYS. -� CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. A MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. N THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ^ • / r m - _ RESTRICTION TO THE FIRST SIGN. 0 THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ' SIGNS. f THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD {- SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). � • WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR /� f - 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 ,r• „ �•, - f SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. L 40 M.P.H. OR LESS: L=WS2 /60r 40 M.PH. OR MORE: L=WS CL Q L=TAPER LIENGTH(FT) N W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET G 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 Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 12/07/23 REV I NV X 30 200' 150, 75' 50' 165' 83' 55' 180' 90' 60' A B C L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 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 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: 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 ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED Sri VEHICLE TRAFFIC OFFICER g SIGN Oa PARAWEBBING ' TWINID 0898GA 08 28"CHANNELIZIN �■ FLAGGER �� TWIN FALLS ID DEVICE �O • MATERIAL DESCRIPTION QTY ACTUAL NOTES: 5 FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. doll �Q WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE y V 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 f- 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. - -C RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL I� BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND � COLLECTOR ROADS. r 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. Cn THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD Ar 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 , SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ell 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 Q L=TAPER L1=NGTH(FT) N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co 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 SIDEWALK CLOSURE infoOtileontech.com POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE 0 REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL O) 02/17/23 INITIAL SUBMISSION RNC X 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 12/07/23 REV 1 NV 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 E04J OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 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 raptional) 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 a ALo TRAFFK N (opbolnal)- i cq o (sae Section 38.16 ON TILS N 8 (optional) On a Mission Z 0 T- (207)591-6427 F- (207)772-3427ro K } 04F tANE Irocnaont�n.c«m 0 ROAD AHEAD REVISIONS (optional;, DATE DESCRIPTION INITIAL 3 1 e, 02/17/23 INITIAL SUBMISSION RNC /�a6l� avn T 7 t I '�/ 12/07/23 REV 1 NV 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 N (o plional) a � � cN N o '5=speed in mph 112 L 1 TILSON N I On a Mission Z O I �� T: (207)591-6427 F: (207)772-3427 4S ft' InfoOdsontech.com � 1 f� REVISIONS �— — DATE DESCRIPTION INITIAL C 02/17/23 INITIAL SUBMISSION RNC Note See Tables 6H-2 and I 2/07/23 REV 1 NV 6H-31or the moaning +I a of the syntib�ols 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 oo oo SHEET E06 OF E09 o 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 xrn 'r or B or 1 T [�o L Temporary white Buffer space alga Irn2 (optional) 1 1,,2 L MIN. Temporary ' 112LMIN < > ye11ow 1i11?S y AX '4 IMPH 1!2 L MIN. I,opbonal Q N M e111MIY:� 711 i o I;MI 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 < 12/07/23 REV 1 NV CLOSLL 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 oI o SIZE B SHEET: NTS I Typical Appllcatlon 32 SIZE DSHEET: NTS oo 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 xrn 'r or B or 1 T [�o L Temporary white Buffer space adga Irn2 (optional) 1 1,,2 L MIN. ; III!,+ /<,> Temporary ' 112LMIN < > ye11o1w 1i11?S yyy 1/2 4LMI i%. I,opbonal t ® ' Q N M e111�M ;IY:� 711 i o I;MI 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 < 12/07/23 REV 1 NV CLOSLL 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 oI o SIZE B SHEET: NTS I Typical Appllcatlon 32 SIZE DSHEET: NTS oo 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 ' "K$$HERE N N o Note: Rx long-term stationary T I L S O N N work,the double yellow on a Mission o center line andlor T: (207)591-6427 F: (207)772-3427 w lane Ines should be Irroocnao�l�n.�«� o removed between the REVISIONS ROAD crosswalk lines. DATE DESCRIPTION INITIAL - NQt;K See Tables 61-1-2 and 6H-3 02/17/23 INITIAL SUBMISSION RNC AHEAD for the meaning of the 2/07/23 REV 1 NV a symbois and+or letter Q codas used in this figure. I U ~' SCALE of Typical Application 29 SIZE BSHEET: NTS Q SIZE D SHEET: NTS oo oo SHEET E09 OF E09 o Z FILE NAME:TDS TWINID 0898GA 08