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HomeMy WebLinkAboutTWINID_0898FA_01_TCP_REV0 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898FA 01 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 POLE LINE RD FREEWAY OR EXPRESSWAY FALLS, ID MANUAL OR THE TEMPLATES AT BACK OF TCP FOR WORK ON LOCAL STREETS. TWINID_0898FA_01 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL PROPOSED CONDUIT FREEWAY OR EXPRESSWAY _ ` I ` Vista Pi O XUpD sarinys /�a r — — — J I [canyon Crest Dr I Isi f<10np Isla+)d Py� Rivercrest,, I I I - r - - - - - - - - - - - - - - - - I .� I I Vermont Ave T I L 5 O IN N T. (207) 591-6427 F: (207) 772-3427 Qom_.�. I S • infoOtilsontech.com w I I u REVISIONS I I r! .A DATE DESCRIPTION INITIAL 3 I 1J/r 05/26/23 INITIAL SUBMISSION AVJ I i? UI _ —DB — —_ — — — — — — J _ _ _ SCALE SIZE B SHEET: NITS o a - SIZE D SHEET: NTS 1 cc SHEET E02 OF E09 0 z FILE NAME:TDS_TWINID_0898FA_Ol LEGEND ADDRESS: ® DIG!-lne- TYPEII SIGN W/HIGH LEVEL POLE LINE RD 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 dt ® (FLASHING ARROW) SHADOW UNIFORMED _ r VEHICLE TRAFFIC OFFICER E, 1111. i g SIGN oa PARAWEBBING ♦ 4 2 v•� TWINID 0898FA O1 8"CHANNELIZIN DEVICE �■ FLAGGER TWIN FALLS ID • MATERIAL DESCRIPTION QTY ACTUAL NOTES: 1 / FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. • ���r.w FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR S, • ✓♦ �' CALCULATE"L"USING FORMULA,FOR SPEEDS>45:L=WS,SPEEDS<45:L - =S�W/60,S-SPEED,W=WIDTH -. - Lu PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION - Z Q Y AND ACCESS RADII. Q W Q WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE J (n Q J O W _ • t CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �? W� - F— C) 33 FOR ALL SPEEDS. = J CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ _ 0 U Q REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL r _ FIELD CONDITIONS,ETC... ,�, • " ��! ALL DEVICES CONFORM TO CURRENT MUTCD. _ ♦ _ _ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. "�'h �• - �rLj 1 CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. w RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM j- •- -TT" - - 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. n CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME A*pl=m"wl.• ,r _y a. _ _'y110 UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF -- _ THE SAME ROAD. M M - i-+i��" '•j*��i - MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND Q ' COLLECTOR ROADS. YY// THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. • .1 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). • •s`^�. ! _ ,_ WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR '• • �'•1. 4 • RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL „• INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES • A ,�'` ~�•'� PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - y t�• - . 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. lit - -- TAPER LENGTHS CALCULATED BY FORMULA ,ti FROM IMUTCD TABLE 6H-4. - - 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LF-NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOtilsontech.co /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 25 155' 104' S2' 35' 1 15' S7' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a 40 305' 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' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS a 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_o898FA_of LEGEND ADDRESS: ® DIG!-lne_ TYPE II SIGN W/HIGH LEVEL POLE LINE RD 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 '`eft, •,i +.�' �- ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN 1111=1=31111111 PARAWEBBING k 28"CHANNELIZIN N ' ( TWINID 0898FA 01 DEVICE ~E FLAGGER 141 TWIN FALLS ID � _ � MATERIAL DESCRIPTION QTY ACTUAL NOTES: )FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - skFOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR r CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L } ��,����� ,N �`�' • .;_ =S�W/60,S-SPEED,W=WIDTH y PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTIONi ?. ' AND ACCESS RADII. -^ 4 N WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE .4 LL Q CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �"r Y _ r 00 0 FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �� r FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 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. ,��+�+'������I r!-.c♦ ,'�� . RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLBE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPMm TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD -� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN 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 - low INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ' CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA ` FROM IMUTCD TABLE 6H-4. _ 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS ' L=TAPER LF-NGTH(FT) + co W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427 o POSTED SPEED FOR o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOtilsontech.co /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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75 245' 123' 82' URBAN (LOW SPEED): a 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100 < �I 45 360' 450' 1 225' 150' 495' 248' 165' 540' 1 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 1 200' >-40 MPH SIZE B SHEET: NITS a 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 1 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' I I FILE NAME:TDS_TWINID_0898FA_01 LEGEND ADDRESS: ® DIG!-lne_ TYPE II SIGN W/HIGH LEVEL POLE LINE RD 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 WORK TRUCK ARROW PANEL ® (FLASHING ARROW) ' SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING lY � TWINID 0898FA 01 28"CHANNELIZIN FLAGGER , ( �'-►` TWIN FALLS ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: ILI FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR _ CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION '� ^ AND ACCESS RADII. I.i/ J WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE O _ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION O SFFF FOR ALL SPEEDS. jIl 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 Alm 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 op ) TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF „ RESTRICTION TO THE FIRST SIGN. -THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _ 4100 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES f�.t L'\':1��Y.Y.f"1.�4 w'1r1�1�.w,4��• PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 'Vrn - �--— - - OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �r�.�w4^T'"'�'^ Cn TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. _ / 40 M.P.H. OR LESS: L=WS2 /60 _ 40 M.PH. OR MORE: L=WS ' • ' ' L=TAPER LF-NGTH(FT) co W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 1r 1 La co N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427 o POSTED SPEED FOR o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOtilsontech.co /3 L L %2 L Y3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60 ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a 40 305' 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 ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS a 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 1 r 730' 1 700' 1 350' 1 233' 770' 385' 1 257' 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898FA_01 LEGEND ADDRESS: ® DIG!-lne- TYPEII SIGN W/HIGH LEVEL POLE LINE RD 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 _ WORK TRUCK ARROW PANEL w� ® (FLASHING ARROW) , ! • 7,; .W6 SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER KJ r g SIGN oa PARAWEBBING y� TWINID 0898FA 01 28"CHANNELIZING DEVICE �■ FLAGGER TWIN FALLS ID Ob 3HH MATERIAL DESCRIPTION QTY ACTUAL NOTES: >I�IOM FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. run FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR �1 CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH Y Q PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION - h- Q AND ACCESS RADII. _ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �'i L7 3 J O X i CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �' _ t I t a W a f" FOR ALL SPEEDS. , �.. J tyJ Q CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ' ! - O X •' - 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 �J n • • 5 - „ . - F CONSTRUCTION CAN BEGIN. ' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL y 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 _ ,gyp: iA 0S. UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF I. ls� �� r1'►� 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 ;S iJ I._'6< 1. RESTRICTION TO THE FIRST SIGN. ,ski THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ,M�- 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 MI DBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS _ - - L=TAPER LF-NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOtilsontech.co /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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a 40 305' 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' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS a 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 E03C 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_o898FA_of LEGEND ADDRESS: ® DIG!-lne_ TYPE II SIGN W/HIGH LEVEL POLE LINE RD 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 .4- �! VIA o W ® ARROW PANEL WORK TRUCK ' (FLASHING ARROW) • , SHADOW UNIFORMED , • VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING ` _ TWINID 0898FA 01 28"CHANNELIZIN FLAGGER ` TWIN FALLS ID DEVICE ~� 1 I NOTES: MATERIAL DESCRIPTION QTY ACTUAL • Fte •r � � •� 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"L"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 • C)AND ACCESS RADII. O WHENNECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE f �� ' • ! _ ' ' ��rr t�1at ` C) L 4 CONDIIh TIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ,, r _ •1r FOR ALL SPEED$. 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 _ s ~ , 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. � Q THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ' ♦ !� INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES Jr • ,0_0 � 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. k..4 40 M.P.H. OR LESS: L=WS2 /60 ;A'._; 40 M.PH. OR MORE: L=WS 4. L=TAPER LF-NGTH(FT) co W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427 o POSTED SPEED FOR o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOtilsontech.co /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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a 40 305' 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' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS a 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' FILE NAME:TDS_TWINID_o898FA_of LEGEND ADDRESS: ® DIG!-lne_ TYPE II SIGN W/HIGH LEVEL POLE LINE RD 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 ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING TWINID 0898FA 01 28"CHANNELIZIN FLAGGER TWIN FALLS ID DEVICE ~� - la _ �_ ❑ MATERIAL DESCRIPTION QTY ACTUAL NOTES: •' FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. r• -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. �t �� � '.' •� CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ►il� �� r • t�' r � CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ONCOLLECTOR/ARTERIALS WILL BE LIMITED 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. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -•- - �- TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME --- - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN 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. �^ 1 TAPER LENGTHS CALCULATED BY FORMULA y FROM IMUTCD TABLE 6H-4. ` 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS �� • L=TAPER LF-NGTH(FT) co W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT + r + co N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427 o POSTED SPEED FOR o SPEED POSTED SPEED ontech.com - L %2 L 1 LANE MERGE 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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 100 100 100 o_ �I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS a 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' FILE NAME:TDS_TWINID_0898FA_01 LEGEND ADDRESS: ® 131G!-lne_ TYPE II SIGN W/HIGH LEVEL POLE LINE RD BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS 1 WORK TRUCK ARROW PANEL r' ® (FLASHING ARROW) SHADOW UNIFORMED + VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING ' 1 � TWINID 0898FA 01 28"CHANNELIZIN � DEVICE ■ FLAGGER TWIN FALLS ID �d�Hd MATERIAL DESCRIPTION QTY ACTUAL NOTES: i FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. • Na OM ( li FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR 1 CALCULATE"U'USING FORMULA,FOR SPEEDS> �1_45:L=WS,SPEEDS<45:L - - -- - -- - - / rl u 1 ` =S�W/60,S-SPEED,W=WIDTH 1 PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. T Y WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 1 W 0 W FOR ALL SPEEDS. Q 0 CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES __ J uJ Q Q REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL r (!J UJ , FIELD CONDITIONS,ETC...ALL DEVICES CONFORM TO CURRENT MUTCD. = J CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. (7 U Q 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 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 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. �11 - - I' 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 - OFTHEMIDBLOCKCROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA -- w FROM IMUTCD TABLE 6H-4. — a 40 M.P.H. OR LESS: L=WS2 /60 _ 40 M.PH. OR MORE: L=WS _--- L=TAPER LF-NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co co MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOtilsontech.co /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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a 40 305' 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' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS a 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03F OF E09 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_o898FA_of LEGEND ADDRESS: ® DIG!-lne_ TYPE II SIGN W/HIGH LEVEL POLE LINE RD 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 ARROW PANEL WORK TRUCK ® (FLASHING ARROW)SHADOW UNIFORMED I VEHICLE TRAFFIC OFFICER f�� • g SIGN oa PARAWEBBING f 1ft TWINID 0898FA 01 28 CH DEVICE ANNELIZIN 0­2 FLAGGER r�r TWIN FALLS ID r MATERIAL DESCRIPTION QTY ACTUAL NOTES: i FOR LANE CLOSURES WHERE W< USE"L"VALUE FOR W=10'.W f FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 1 CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH Q •�- PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE I CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION , '4 ' rip FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - N LL FIELD CONDITIONS,ETC... + O O O ALL DEVICES CONFORM TO CURRENT MUTCD. --- "` -� Q CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ 0 CONSTRUCTION CAN BEGIN. jpp r �_ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ BE 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. M M O THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF maw M I Q G i��I /�•fi1Ul RESTRICTION TO THE FIRST SIGN. �Vi.Fes• WTHE 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 wn OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA j FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 i a 40 M.PH. OR MORE: L=WS L=TAPER LF-NGTH(FT) co W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT coco MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427 o POSTED SPEED FOR o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOtilsontech.co /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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75 245' 123' 82' URBAN (LOW SPEED): a 40 305' 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 ~I 50 425' 500' 250' 167' 550' 1 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS a 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' 1 SHEET E03G OF E09 Co 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_o898FA_of LEGEND ADDRESS: ® DIG!-lne_ TYPE II SIGN W/HIGH LEVEL POLE LINE RD 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 f. ARROW PANEL WORK TRUCK ® (FLASHING ARROW) R . a' '-"`• L SHADOW UNIFORMED r VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING • 4 ' �' TWINID 0898FA 01 28 C EVICEIZIN �■ FLAGGER fi , r 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-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH •' PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION • ■ 0_' AND ACCESS RADII. ' i . -�_ _ 4 ' • WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE I w ❑ V • . CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION + I LL. J -r � ft FOR ALL SPEEDS. .- - CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES C REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTH$,ACTUAL - 0 O 2 • _ - FIELD CONDITIONS,ETC � ... �I ALL DEVICES CONFORM TO CURRENT MUTCD. .41 - s i+•• CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. Rl -# ab b y ql� ti 1 A� ♦ • • ft i go 41b r 4b '0 CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. �� ` w �� �� • �� 01� r� • • f r ` RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL A* 40 - BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM I "�L '�+ '1 �' �S�R TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •-.r-sat=�•- - _ .. -- 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. 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 Milo -. SIGNS. �' THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK , SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA - • FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS ' 'I L=TAPER LF-NGTH(FT) co W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT coco MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOtilsontech.co /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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a 40 305' 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' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS a 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' 1 233' 770' 385' 1 257' 840' 420' 1 280' 1 1 FILE NAME:TDS_TWINID_0898FA_01 LEGEND ADDRESS: ® DIG!-lne_ TYPE II SIGN W/HIGH LEVEL POLE LINE RD 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 WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING • „' TWINID 0898FA 01 28"CHANNELIZIN 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-I W OR • Z 0 F— Y CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L Q W fa J W =S�W/60,S-SPEED,W=WIDTH . 4• 1i O O Z PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE (� U 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. I y• 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 40 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. t RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ��M ! • 1�+ BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-M-3:OOPM ' � w TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN I PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME p}76t - =t+ ' •4 •1:- -'- - - •- UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _ - _ a•r; . THE SAME ROAD. MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES - ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _ The- WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA -FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LF-NGTH(FT) - W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427lsontech.co o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOti/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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a 40 305' 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' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS a 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 Co 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_o898FA_of LEGEND ADDRESS: ® DIG!-lne_ TYPE II SIGN W/HIGH LEVEL POLE LINE RD 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 r'1 I VEHICLE TRAFFIC OFFICER ire tr g SIGN oa PARAWEBBING TWINID 0898FA 01 28 CH DEVICE ANNELIZIN 1911- ■ FLAGGER y TWIN FALLS ID 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-I W OR �4 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. --- ��{ ✓� 1 �' 1 WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ~ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - - , M FOR ALL SPEEDS. Y Q {„� O ` CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES T O C) O S REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL i FIELD CONDITIONS,ETC... •' - • , CD ALL DEVICES CONFORM TO CURRENT MUTCD. %Il, - A• a wflut 1 11 CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. • • • 1 _ �'S •- 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. r+ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM a• 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 ATA 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 B O COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF NO RESTRICTION TO THE FIRST SIGN.THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �•` 1 SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 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 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. ' t 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS - L=TAPER LF-NGTH(FT) .• - W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT coco MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427lsontech.co o POSTED SPEED FOR o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOti/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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75 245' 123' 82' URBAN (LOW SPEED): a 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100 < �I 45 360' 450' 1 225' 150' 495' 248' 165' 540' 1 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 1 200' >—40 MPH SIZE B SHEET: NITS a 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 E03J 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' I I FILE NAME:TDS_TWINID_0898FA_01 LEGEND ADDRESS: ® DIG!-lne_ TYPE II SIGN W/HIGH LEVEL POLE LINE RD BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM 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 0898FA 01 28"CHANNELIZING FLAGGER M r TWIN FALLS ID DEVICE ~� s MATERIAL DESCRIPTION QTY ACTUAL NOTES: t 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 ❑ Y , CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L J =S�W/60,S-SPEED,W=WIDTH Q PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION O O 2 AND ACCESS RADII. S WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE r CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION vp FOR ALL SPEEDS. • • _ • r� - -� _ ` -war - CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES + r REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ s • •. „ F• * • t+ - __ _ • �� • FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. "U=1 1 "• -tiA - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - - - "ter•• w�lwwsw�,r. •'�..w CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - _ . -�„ „- „`__eyn. -,r.,-.,r .ti•I�i1�T��•.,,. �. .. .,_.�.�•• --_• ,� ..r..rrr,r.•„�•�y,•�-- --ram - - CONSTRUCTION CAN BEGIN. F j RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL J BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM .♦+-r�,rr+ •.vi•4+.. 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. 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). t ■ - ./ WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL �k - 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 �,1 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. r /,'•�,-��'�'� 1- ` i 'i•9 •� , TAPER LENGTHS CALCULATED BY FORMULA ' �� , . ' •,. "' FROM IMUTCD TABLE 6H-4. '' `" 40 M.P.H. OR LESS: L=WS2 /60 � 40 M.PH. OR MORE: L=WS ' L=TAPER L1=NGTH(FT) "t W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co co MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOtilsont•ch.co /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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a 40 305' 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' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS a 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 E03K OF E09 C�l0 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 FILE NAME:TDS_TWINID_0898FA_01 LEGEND ADDRESS: ® DIG!-lne_ TYPE II SIGN W/HIGH LEVEL POLE LINE RD BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED cu \= OF TRAFFIC WARNING SIGNS ARROW PANEL r�r �► WORK TRUCK ® (FLASHING ARROW) Qd3Hd SHADOW UNIFORMED fvM' VEHICLE TRAFFIC OFFICER NNOM r g SIGN oa PARAWEBBING Al�lllfl I , M i k- TWINID 0898FA 01 28"CHANNELIZIN �■ FLAGGER ~ k�*• • •'` TWIN FALLS ID DEVICE .m' 40 1 Ili: MATERIAL DESCRIPTION QTY ACTUAL NOTES: �tw FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ti 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 J - PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTIONAND ' • 1 WHEN NECESSARY, RADII. Qd�Hd WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE I CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. Q 3 S Ol c! _ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 3 NJdI 1 H 018 , FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. �+! •� '1 `. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. • k 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. 'N 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. ' ANI CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME 1 •` W UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 1 THE SAME ROAD. j l Q w 0 Y Q MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. i J W —J O LL 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 • dp '+ �M' SIGNS. _ 7. I • • • I• - J THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES M 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 y ��j T• ' 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 Mai SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LF-NGTH(FT) - W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOtilsontech.co /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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a 40 305' 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' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS a 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 E03L 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_o898FA_of LEGEND ADDRESS: ® pmune. zJt TYPE II � SIGN W/HIGH LEVEL POLE LINE RD BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL 1 (FLASHING ARROW)SHAD 1 RMED Fm VEHICLE O TRAFFIC OOFFICER g SIGN OD PARAWEBBING 01 28"CHANNELIZING FLAGGER `• T TWIN FALL ,ID DEVICE ~� 1 + TWIN FALLS,ID „ t MATERIAL DESCRIPTION QTY ACTUAL NOTES: � FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. w� FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L 5 =S' W/60,S=SPEED,W=WIDTH ❑ eY� W •. PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION Q C l AND ACCESS RADII. _ O O WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ` _ N C CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - LL FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL — - BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL r BE 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 TIMEsip I 26 W 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 f.• / • ` - RESTRICTION TO THE FIRST SIGN. �~ THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND • �':� • +•! . SIGNS. .111i THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 1 - �•— �' - -r r •/ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. _ TAPER LENGTHS CALCULATED BY FORMULA �....� FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS ' L=TAPER LIENGTH(FT) co W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT • co CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 7- TED PEEDPOSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET a POS S FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE MERGE infoOtilsontech.com - L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 05/26/23 INITIAL SUBMISSION AVJ ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a-1 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 1 275' 183' 600' 300' 1 200' >40 MPH SIZE B SHEET: NTS Q 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 E03M 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_0898FA_01 LEGEND ADDRESS: ® DIG!-lne- TYPEII SIGN W/HIGH LEVEL POLE LINE RD 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 • __r ® ARROW PANEL � • _ ►•. •' (FLASHING ARROW) WORK TRUCK SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING TWINID 0898FA 01 28 CH DEVICE ANNELIZIN �■ FLAGGER � , !• • . . TWIN FALLS ID .. • ��{�;-� ' •� - • . MATERIAL DESCRIPTION QTY ACTUAL NOTES: � � � - .• FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. • •• •f �[ r• ' FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR • • ��♦ +' �+ !"'j • • A < -� CALCULATE"L"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 '" i f • j AND ACCESS RADII. ` _f� •• I P WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE .• r CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION I '• • • ►: �• FOR ALL SPEEDS. • •• 1• 'k _ + • CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES •�t • •�•.� +{ ' .' • •d�a- - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL •' • Y • 1 , - FIELD CONDITIONS,ETC... •••j`1 ;• \ • •�Y. " ALL DEVICES CONFORM TO CURRENT MUTCD.CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. {,` •L *A -' t Y 40 y J CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ! .1. r•• -wr_ • a CONSTRUCTION CAN BEGIN. �' �•'C �'!` ' 002 lift J1111 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • �'' ~ •+�`•• 4' ` BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -I• ,� J. TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ,t �� r,f- — ~ • •s,. - PLACE FOR CONTINUOUS DAYS. •' - _. T/ • „. 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. _ Aw 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 ^I' •I RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL _ '* = •" INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ _ r �•�_� ••��� +' r T.-*i-` CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE _ - •• •�V - •y OF SHALL 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 •� • .. •j L=TAPER LF-NGTH(FT) + .�' - •• �• "• �•• !— W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT ��• w .+ r co co MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED m - L %2 L 1 LANE MERGE infoOtilsont•ch.co /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 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a 40 305' 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' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS a 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 E03N OF E09 C�l0 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 FILE NAME:TDS_TWINID_0898FA_01 LEGEND ADDRESS: ® DIG!-lne- TYPEII SIGN W/HIGH LEVEL POLE LINE RD 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 ^, ARROW PANEL ' • WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED do VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING ♦ TWINID 0898FA 01 28"CHANNELIZING FLAGGER TWIN FALLS ID DEVICE ~� NOTES: r MATERIAL DESCRIPTION QTY ACTUAL � � _ -- _ FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L /• - _ - =S�W/60,S-SPEED,W=WIDTH • .• - PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 50 A� CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION , ! -- FOR ALL SPEEDS. *, •a� CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES . • y�`Z' pw REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • -a i • - - ' FIELD CONDITIONS,ETC... / � /�� �( ow - - ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE O� p • I • • - •, ^4 CONSTRUCTION CAN BEGIN. k • �s �' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL X,7• •�•-�J , . _ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN J• PLACE FOR CONTINUOUS DAYS. • 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 -y 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 I • COLLECTOR ROADS. _ a Oi 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 j _ `- 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). ti•...• .��•+ •��•f • •-cpsFTi.. WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR - •-� "� .-- v_. - ---__ _ _ __ _______ __ _ RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL md 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. d• i 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LF-NGTH(FT) 6w. w W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co co MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427 o POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsont•ch.com o POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a' <40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100 o_ �I 45 360' 450' 225' 150' 495' 248' 165 540' 270' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS a 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 E04 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_o898FA_of LEGEND ADDRESS: ® pmune. zJt k,-a..:..., TYPE II SIGN W/HIGH LEVEL POLE LINE RD BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED _ \= OF TRAFFIC WARNING SIGNS '� t •{ J •♦ • ~ ARROW PANEL , . ' • `r r WORK TRUCK ® >!(FLASHING ARROW) • ,.,-, ��''• � �� •1� 4 �•�� SHADOW UNIFORMED .� , ._ ���� , , �,• .�.• �. VEHICLE TRAFFIC OFFICER •k'� �,,, = • '' • "i ` SIGN OD PARAWEBBING ��w, S ,' • ti' � i , •. t ,x •+�7' `•�' �• �� r TWINID_0898FA_01 28"CHANNELIZING �r'S%.1 • ` Y DEVICE �■ FLAGGER �i'•��� r ,•'r• j' ,h•- "� ...loot i �i TWIN FALLS,ID x� ;��•� Ate,:, �' :'�� 'r ` r� ' MATERIAL DESCRIPTION QTY ACTUAL NOTES , ,• R • •, FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. r'•"•' ' _ �, • e , S -?� � . �• r�'� FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR R •' _ r•_ •, ' + > ` ,� ' ,♦/�,/ CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �•.,r1►`j Y .�_ . . - 1•��•,•"`� '.; • • �� q, =S' TRAFFIC FI=SPEED, L DEVICH • I ' . rr '�' • �;•` PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION j • -•' •- •- -.mow,,•'�,' • � .s�_ ' AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ _ 1s['•v A CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION a w� CO - • SIDEWALK CONNESES S SHHOWWNN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL •" CLOSED FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. JJ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. V r Ti ~ • �"~ f r , CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE , t I��•�'\+• • CONSTRUCTION CAN BEGIN. • \-��•• .M a.� ' �i► RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM • A TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. _ CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. _ MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF II 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 r 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 q q 40 M.PH. OR MORE: L=WS 1 ' L=TAPER LIENGTH(FT) , co W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT co CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 1`I 7- POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET a POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com - L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 05/26/23 INITIAL SUBMISSION AVJ ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a-1 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500 1 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS Q 55 L __ WS 495' 550' 1 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_01 LEGEND ADDRESS: ® pmune. zJt TYPE II � SIGN W/HIGH LEVEL POLE LINE RD 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 f ARROW PANEL * ' —art.-q � WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER T �• • SIGN OD PARAWEBBING ' fut. � � • ti TWINID_0898FA_01 DEEVICEVICE 28"CH ZING 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 i i - CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH Q N PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION r _ AND ACCESS RADII. 11 O WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE .r I t I / I�I Q J CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION • I FOR ALL SPEEDS. N CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES •_ _ �- V REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ SIDEWALK "FIELD CONDITIONS,ETC... a~ ALL DEVICES CONFORM TO CURRENT MUTCD. CLOSED CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - J + • CONSTRUCTION CAN BEGIN. •• , • RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •� '>r 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. \ , �• W RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ,.�' _ /t•J\DUI w 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 V • PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ! w CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA -��— FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) ' co W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT co CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 7- POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET a POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com - L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS 0- SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 05/26/23 INITIAL SUBMISSION AVJ ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 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 Q 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' 1 238' 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_0898FA_Ol LEGEND ADDRESS: ® pmune. zJt TYPE II � SIGN W/HIGH LEVEL POLE LINE RD BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. 1111111111111111 MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ARROW PANEL WORK TRUCK ® IF ASHI G ARROW) ' SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID_0898FA_01 28"CHANNELIZING ►ML TWIN FALLS,ID DEVICE �■ FLAGGER j MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S, W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 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. J Q CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES Q W REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL (f� FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. W SIDEWALK CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. v CLOSED CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE N CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM y TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN SIDEWALK • PLACE FOR CONTINUOUS DAYS. — RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL CLOSED 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 0 THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. #.y THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF a fl W 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). ( U WWW 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 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=WSmod L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT - - MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 7- POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET a POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com - L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 05/26/23 INITIAL SUBMISSION AVJ ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 <I 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 1 200, >-40 MPH SIZE B SHEET: NTS Q 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' 1 780' 390' 26a EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_01 LEGEND ADDRESS: ® DIG!-lne- TYPEII SIGN W/HIGH LEVEL POLE LINE RD 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 - ARROW PANEL " WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING � t � TWINID 0898FA 01 28"CHANNELIZIN � DEVICE ■ FLAGGER "� TWIN FALLS ID l 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 w"" CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH A PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE C1 CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION q-A In FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES I + REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ SIDEWALK CONSTRUCTION CAN BEGIN. _ - CLOSED RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ■ �\ _ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN she [- PLACE FOR CONTINUOUS DAYS. ':• [ • • • RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL 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 - • ^� •� • • L • 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. �-y'1 �I AND SIGNS.(THE TH RDISIGN ISTHEDTHE FIRST ONE IN A THREE ISTANCE BETWEEN THEOS GN SERIESHIRD _ , ,J 1 t Q 1`•I ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).THE C DIMENSION WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES C-7 PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE _OF THE MIDBLOCK CROSSWALKS , SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LENGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427 o POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com o POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 05/26/23 INITIAL SUBMISSION AVJ 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): a' <40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100 o_ �I 45 360' 450' 225' 150' 495' 248' 165 540' 270' 1 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS a 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 C�l0 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 FILE NAME:TDS_TWINID_0898FA_01 LEGEND ADDRESS: ® pmune. zJt TYPE II � SIGN W/HIGH LEVEL POLE LINE RD BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED aw VEHICLE TRAFFIC OFFICER ` w W g SIGN OD PARAWEBBING W V T. TWINID_0898FA_01 28"CHANNELIZING NO -2 - Y y DEVICE �■ FLAGGER JQ O • TWIN FALLS,ID ! �. MATERIAL DESCRIPTION QTY ACTUAL NOTES: _" - _ 0 ' FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. _ - VA •• ` _ FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR • (1 1.'.•. CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L .r 10 •,• `:�•.t' =S' W/60,S=SPEED,W=WIDTH 77 • 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 - J� FOR ALL SPEEDS. f CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL --i b� �_•�- T• -- --_�-•" �' FIELD CONDITIONS,ETC... 40 ALL DEVICES CONFORM CURRENT MUT 1 CONTRACTOR SHALL MAINTAIN TAIN 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 I - 1 a \ •�,� , 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. Ilk' •s1r►� • w • s , CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME t , t' / UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ,, ♦ -._" `••% �' , ' THE SAME ROAD. `-' �3 �}♦� ' ... MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. ' THE DIMENSION THE DISTANCE FROM THE TRANSITION OR POINT OF I� L= I J ' � RESTRICTION ICTION TO THE FIRST SIGN. � 1 THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ^/ SIGNS. _ 7r rn THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD lost * •1< _I 14 I lVl 1 w SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 4 1 �'• VVV 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 4W, � INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES V PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - X CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK -_ • + ' 1 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) Ilk W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT �� • � �"'"':: co CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 7- POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET a POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com - L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE REVISIONS 0- SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 05/26/23 INITIAL SUBMISSION AVJ ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a-1 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >-40 MPH SIZE B SHEET: NTS Q 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_0898FA_Ol 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) )t»aM A. I FOADNWORK TWINID 0898FA 01 OYON 1 TWIN FALLS,ID .. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL (optional) Twr rflptiorrall HdW A A 'r B OY3HY avow iNYI ENO 50 to 100 ft (optional) + j Buffer space !optional) i I Buffer space (optional) 50 to 100 M "'WILD ELIE We:Sea Tables 611-1-2 and 6H-3 for the meaning of the 15 ft symbols andror letter ro (codes used in this figure. ancowlwc A TRAFFK In (opbolnal)- i N (sae Section 38.1fi TILSON N 8 (optional) On a Mission Z T: (207)591-6427 F: (207)772-3427 O InPoOdsontech.com 04F tAME o ROAD REVISIONS AHEAD� (optional;( DATE DESCRIPTION INITIAL e, 05/26/23 INITIAL SUBMISSION AVJ 31'1sI�M dYOb T 7♦ � '1]/� ON3 46 C1 a {cpuor.all <I �I iaptional) SCALE ~I SIZE B SHEET: NTS ROAD Q WORK SIZE D SHEET: NTS oo o AHEAD SHEET E05 OF E09 0 Z FILE NAME:TDS TWINID 0898FA 01 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG Dig Line,Inc. F I I.i U I N 6 H-' 1 . Lino C l u,, i w, r:I l l -I 61,11(h U l 11 -v o l l 811 or 800-342-1585 C11tI_'C:tII_Ill,l '�ri_rlulll�;', +, Tal-:� I ;I GYAH4 TWINID 0898FA 01 ra0� t TWIN FALLS,ID t7�YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL L � T (oplionall - — 004 BL.fler sp�lc� (opts anah N X 1 U4 ft N Temporary solid_ white lane line Buffer space N (o plional) InN ,12 L o '5=speed in mph N N TILSON Lo On a Mission O ` { T: (207)591-6427 F: (207)772-3427 w 4S ft' InfoOdsontech.com o t REVISIONS DATE DESCRIPTION INITIAL nn 05/26/23 INITIAL SUBMISSION AVJ Note See Tables 6H-2 and C 6H-31or the moaning As a of the syntib�ols anWor - i t I ROAD letter codes used in this figure. _ WORK ~I AHEAD SCALE �I Typical Application 31. SIZE B SHEET: NTS 0 a' SIZE D SHEET: NTS oo oo SHEET E06 OF E09 0 Z FILE NAME:TDS TWINID 0898FA 01 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 0898FA 01 TWIN FALLS,ID <*11� I t f MATERIAL DESCRIPTION QTY ACTUAL C B t bin r or B or 1 T [�o - � INOIIt L Temporary white Buffer space alga Irn2 (optional) 1 1,,2 L MIN. Temporary ' 112LMIN < > yellow lirl?S y AX '4 IMPH 1!2 L MIN. I,opbonal. N I;MI LO TILSON C /I On a Mission O _ f T- (207)591-6427 F: (207)772-3427 ' r InfoOtIsontech.com 11 r1 o REVISIONS DATE DESCRIPTION INITIAL 05/26/23 INITIAL SUBMISSION AVJ � UW o CLOSLL Nola: Sea Tables 6H-2 and 614-3 Q Q for the meaNK of the symbols and+or letter t t ROAD ~ ORK I Codes used in this fl•gure, AHEAD SCALE ~I SIZE B SHEET: NTS 0 LL Typical Application 32 SIZE DSHEET: NTS 00 SHEET E07 OF E09 0 Z FILE NAME:TDS TWINID 0898FA 01 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 0898FA 01 TWIN FALLS,ID tf MATERIAL DESCRIPTION QTY ACTUAL C B t bin r or B T 1 T [�o - � INOIIt L t �a — Temporary white Buffer space adga Irn2 (optional) 1,,2 L MIN. Temporary ' 112LMIN yellolw lirl?S yyy _ - AX 1/2 L MIN. I,opbonal. In e111MIY:� �j i N I;MI LO TILSON C /I On a Mission O f T: (207)591-6427 F: (207)772-3427 ' r InfoOtIsontech.com 11 r1 o REVISIONS DATE DESCRIPTION INITIAL 05/26/23 INITIAL SUBMISSION AVJ � UW o CLOSLL Nola: Sea Tables 6H-2 and 614-3 Q Q for the meaNK of the symbols and+or letter t t ROAD ~ ORK I Codes used in this fl•gure, AHEAD SCALE ~I SIZE B SHEET: NTS 0 LL Typical Application 32 SIZE DSHEET: NTS 00 SHEET E08 OF E09 0 Z FILE NAME:TDS TWINID 0898FA O1 SIDEWALK CLOSURE ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29) (optional) T _ TWINID 0898FA 01 t J 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 linos (cross-hatching optional) _ C30 P 0 0 Q u x J 1M K y � r. u A. v i SIDEWALK CLOSED i sgCNALK Gl4SLD � ---- AHEAD g "K$$HERE M M N Note: Rx long-term stationary T I L S ON �n 1tiNrk,the double Yellow On a Mission Z T: (207)591-6427 F: (207)772-3427 o center line a Of o lane Ines should b6 Irroocnao�l�n.�«� w o removed between the REVISIONS ROAD crosswalk Ines. DATE DESCRIPTION INITIAL AHEAD See Tables 6H-2 and 6H-3 05/26/23 INITIAL SUBMISSION AVJ X for the meaning of the c symbois andior letter Q codas used in this figure. Q I ~I SCALE o Typical Application 29 SIZE BSHEET: NTS a SIZE D SHEET: NTS oo oo SHEET E09 OF E09 o Z FILE NAME:TDS TWINID 0898FA 01