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Home My WebLink AboutTWINID_0898AA_05_TCP_REV0 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898AA 05 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � ® DMLVW r Dig Line,Inc. CONTRACTOR CAN REFERENCE CITY OF TWIN STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585 FALLS, ID MANUAL OR THE TEMPLATES AT BACK ELIZABETH BLVD COLLECTOR OF TCP FOR WORK ON LOCAL STREETS. LOCUST/MADRONA STREET, COLLECTOR BLUE LAKES BLVD ARTERIAL T W I N I D_0898AA_0 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL ARTERIAL ROADS PROPOSED CONDUIT COLLECTOR ROADS i U � r - R !. v OO , z Y _ a unnw ,ti "` 'y, rSl f►. ►' .J r �'r Ln� Park -� 1j Ise I� rn es Hey bu n Ave Heybur Ave E z Sh p Ave o - z Shoup Ave E t - ° a Sigrid Ave r >r t1 ^r _ ra / /,s y� 11th Ave E 11t 1 3/' Oth Ave E Spring Ln t • �- ? 94 P plar Ave - ��-' A Hoodie Ln C N L �o E 9th Ave E p` W 01 TIL50imesAv e u, s 8th Ave E in c r ShE O •-L -- J) of T. (207) 591-6427 F: (207) 772-3427 �m-l.- -,'�� - ► �t� 'r Lau info®tilsontech.com Q 7th Ave E -; en h e Qii REVISIONS r S � r �3� DATE DESCRIPTION INITIAL - lm 02/03/23 INITIAL SUBMISSION WDD 41 Park -- ---- ---- J ' f-d _ `trmon Park Ave SCALE a - SIZE B SHEET: NTS ' i. � 4t Ave SIZE D SHEET: NTS h ve E co SHEET E02 OF E09 (D n rn n I Z FILE NAME:TDS TWINID 0898AA 05 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL LOCUST/MADRONA ST 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 ARROW PANEL WORK TRUCK • (FLASHING ARROW) SHADOW UNIFORMED irk. VEHICLE TRAFFIC OFFICE r • g SIGN OD PARAWEBBING �` Aj 28"CHANNELIZING ` '0 a`d3H�d 00 TWINID_0898AA_05 •, r DEVICE NOTES �■ FLAGGER ]�O•*•AA .�► �,. JM TWIN FALLS,ID �+ r , MATERIAL DESCRIPTION QTY ACTUAL r ' , Ali-1 FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. u 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 y �+ PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION t AND ACCESS RADII. t` WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ._ ••• �,� ' CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES • I� f vp REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL i_ _ •art FIELD CONDITIONS,ETC... 1, 1 r ` ALL DEVICES CONFORM CURRENT MUT w '� i -' >• 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 " ` ` 1 �� BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1� PLACE FOR CONTINUOUS DAYS. , _ , �f•f �� RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 1T BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �• r �~ , — TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN i_ , *+ +• -�+ � PLACE FOR CONTINUOUS DAYS. �7I'�'� ?•� • 4 ' 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 i ,RESTRICTION TO THE FIRST SIGN. " •t • , 1-` �-y�,` -THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. th THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD i • SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES . �'"� U TI LITY ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). µ fi' 4 1 —EL I WO WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR • 'w RK RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES y . AHEAD PRESENT IN THE EXISTING PEDESTRIAN FACILITY. •• CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK 4 r - a Is - SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - • .♦ �y _ TAPER LENGTHS CALCULATED BY FORMULA 4k 4. �. FROM IMUTCD TABLE 6H-4. �►' r` #, ear 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS � L=TAPER LI=NGTH(FT) .,. 4 �E-�, - • 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT - N CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN BUFFER ZONE T I L S O � 7- POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ---- ---- ---- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 Q <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS CD 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 E03 OF E09 01 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 N AME:TDS_TWINID_0898AA_05 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL LOCUST/MADRONA ST 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 ARROW PANEL WORK TRUCK ® (FLASHING ARROW) r SHADOW UNIFORMED UVAHV ' VEHICLE TRAFFIC OFFICER - maOM g SIGN OD PARAWEBBING cr Jtlllllfl TWINID_0898AA_05 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� • �"~ • ' MATERIAL DESCRIPTION QTY ACTUAL NOTES: :+�• _ •i FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR t CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. • _� _ {{ �. .l� '.' WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE .� • �� _ . 1 CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - FOR ALL SPEEDS. y •y 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 t -• CONSTRUCTION CAN BEGIN. ' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • �,r~• _ 1a BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •, f (4-JJ1 PLACE FOR CONTINUOUS DAYS. k` RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ ; f�• `- �+ .•� BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS :;a•fir ♦ S 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. ,1� ',Yj �/>•i M UST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND J.,��^'� -�. _ UTILITY COLLECTOR ROADS. +ps h 1 WORK THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ~•-_I 1' AHEAD , RESTRICTION TO THE FIRST SIGN. _ `' � THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ., s - �• SIGNS. 11 , 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 a INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK • _ _ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA + �r ` -: ► FROM IMUTCD TABLE 6H-4. +`� �,• ,r !�!r �,. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WSJ ` L=TAPER L1=NGTH(FT) • L 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITrl C.N. MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63 42' ROAD TYPE ---- ---- ---- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 Q <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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 E03A OF E09 01 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_0898AA_05 LEGEND ADDRESS: ® pmu....ne. k,-a• ., TYPE II SIGN W/HIGH LEVEL LOCUST/MADRONA ST 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 -, _ ry ARROW PANEL WORK TRUCK ® (FLASHING ARROW) "► �'� • - + SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER Nb30M 4 ' g SIGN OD PARAWEBBING t► Alllun 1, ? ,r T W I N I D_0898AA_05 28 CDEVICEIZING Fl—■ FLAGGER + 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=10'OR �YY[ _ ; �•, y.r CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L - 1 ! rZ +��' `` a �• =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 ' _ or L' - FOR ALL SPEEDS. • ` `. T , 1� CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL y +;• 4 - r , 1'' j r-i •_ FIELD CONDITIONS,ETC.. „e- . �"• _ '� *� �'�f ,-1 r ALL DEVICES CONFORM TO CURRENT MUTCD. ,.� r 'yam ( 1 �" ►•• 4r• % CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. F - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ,. ♦ ��• / 1 CONSTRUCTION CAN BEGIN. • - - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 1,�3 '- _ I"� • _�, ,,r, + L �� BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM t.1• r •�• ':� - ry' • TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN u' � • - _ y. * rl - r PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI M AhTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM +'} TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ' y JL ± ' PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND • * .� COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ••; A yF' A � �y RESTRICTION TO THE FIRST SIGN. I ' ,• THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND iY • �, — SIGNS. or C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD r SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 1 ` ♦ I L'l �•* ? "r: ~fY't' ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ^ • -"` y •�•�w_ •;' �� f •:1 r1• WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _ �• y .0 PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ . -�!'��`• • •M 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. • ,+ • - �Y P A TAPER LENGTHS CALCULATED BY FORMULA '• j.. FROM IMUTCD TABLE 6H-4. i �, r `� _ _ 'UTILITY t 40 M.P.H. OR LESS: L=WS2 /60 � F ` r l 1^� � -.�- WORK ( �� •- . � 40 M.PH. OR MORE: L=WS , AHEAD t _ L=TAPER LIENGTH(FT) 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ---- ---- ---- 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q S2 -- L =W Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- Q 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' - -- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 1 250, 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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' 240cc ' SHEET E03B OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390, 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898AA_OS LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL LOCUST/MADRONA ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMEDFm Q _ VEHICLE TRAFFIC OFFICER J W g SIGN OD PARAWEBBING t Q T W I N I D_0898AA_05 28"CHANNELIZING FLAGGER h t w TWIN FALLS,ID DEVICE ~� AA 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 . Y' 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. }IaOM^ ••"�+( WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE Ajl�lll l _ - V r .•' CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 11 FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC - -T ALL DEVICES CONFORM TO CURRENT MUTCD. r- - 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 LI MITED 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 tin 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 ROADFir, ali . ' 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 JAI SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD •Y. SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _ ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). pp WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL J_ y INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ' PRESENT IN THE EXISTING PEDESTRIAN FACILITY. I CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK , r SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 0 +M' f TAPER LENGTHS CALCULATED BY FORMULA 4FUTILITY FROM IMUTCD TABLE 6H-4. WORK 40 M.P.H. OR LESS: L=WS2 /60 ; AHEAD 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT C.N. CN MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q S2 -- L =W Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- Q 60 <_35 MPH 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS 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' 240cc ' SHEET E03C 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_0898AA_OS LEGEND ADDRESS: DWIne- TYPEII SIGN W/HIGH LEVEL BLUE LAKES BLVD -&VI 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 '. ARROW PANEL ?" a " �• , WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED ' VEHICLE TRAFFIC OFFICER `,� f: • u g SIGN oa PARAWEBBING e� , • 2 TWINID 0898AA 05 8"CHANNELIZIN DEVICE 1911- ■ FLAGGER v f TWIN FALLS ID 1 .++� `+ •r-� MATERIAL DESCRIPTION QTY ACTUAL NOTES: f� FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •L_ f _ • ,•1 / , FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR r ; •�. �y. - _�� f CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L • - 4'-, y -- - - r =S�W/60,S-SPEED,W=WIDTH _ _ •� PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION �- s8 - Y •r t _ •' AND ACCESS RADII. - 4 �• M' .} (�^ +, a~ ; WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - ,••' �• CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION :'rl• I '��,' i •• FOR ALL SPEEDS. - •� t 5 -�••.,• f. - �r•I � ^ r CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 1f-��,ty• �" - 14.„•_�_ ~ �'�• 1 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL j f.rr• 1• ~L '�. J FIELD CONDITIONS,ETC... • fr ♦r'• �+ -ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE �• SI"' y, CONSTRUCTION CAN BEGIN. -' r�1•• - 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 w •�'. _- PLACE FOR CONTINUOUS DAYS. ,• `� fr �y RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL f .+• t1.• BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - w �'f �' • .• ,,d TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN r { .Z�•••r, PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME ' r UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF •i 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. - •r f •L THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND _ _. 444 I v SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD •• 1 _ter�� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 'T r ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r '-S WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �•,t A - _}': RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL `6 INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �1� -T' �•• 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. 4 unurr 40 M.P.H. OR LESS: L=WS2 /60 ANEAD 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) i.' :•� W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT o , N N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S is 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 w SPEED POSTED SPEED tilsontech.com o L %2 L 1 SHOULDER CLOSURE infoO/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL O) 3 DISTANCE BETWEEN SIGNS (FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE25 — s 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 -- — Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 60 100 100 100 aI 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): SCALE ;I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 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' 1 1 1 [FILE NAME:TDS_TWINID_0898AA_05 LEGEND ADDRESS: ® pmu....ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD 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 d�Hd WORK TRUCK ® ARROW PANEL + A ao l-Iln (FLASHING ARROW) SHADOW UNIFORMED y "1 1 �•J VEHICLE TRAFFIC OFFICER lj g SIGN OD PARAWEBBING � + � 1 TWINID_0898AA_OS 28"CH ZING �■ DEVICE FLAGGER � �. ~, TWIN FALLS,ID J Y • y F o= t MATERIAL DESCRIPTION QTY ACTUAL NOTES: C ■ ' 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 ••SCC��wwff =S' W/60,S=SPEED,W=WIDTH W • f 'L- PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ,Ia _ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION .t �.. ' rim 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... r1 Y ALL DEVICES CONFORM TO CURRENT MUTCD. _ �' t �'d CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. j';� i r-�i p'd''�O�Q CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE !+• �Y.� ,t• �y i !•V y ti CONSTRUCTION CAN BEGIN. h.T' ■t - ' a-.�' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL r',` �,-_ •C7�!�} BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM t`777��i TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN \t « ,. + t•+ 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 .r. I ''♦ SIGNS. A I THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ' • •-} RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES fi• 4 ��y rrl PRESENT IN THE EXISTING PEDESTRIAN FACILITY. //) ��1•• CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE !/ 1, ti ,•M }� K�i'�1 OF THE MIDBLOCK CROSSWALK ' SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. / / t_ I �^ `'� }• -— e , - TAPER LENGTHS CALCULATED BY FORMULA 4P.� FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 I 40 M.PH. OR MORE: L=WS Sf' UTILITY ' r WORK ' L=TAPER LIENGTH(FT) AHEAD 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 I' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63 42' ROAD TYPE ---- ---- ---- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 Q <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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 E03E OF E09 01 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_0898AA_05 LEGEND ADDRESS: ® pmu.:..ne. k,-a. ., TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD 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) f! SHADOW UNIFORMED r�•• �� .. VEHICLE TRAFFIC OFFICER ) radix SIGN OD PARAWEBBING �% ��•. }. _ TWINID_0898AA_05 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE " MATERIAL DESCRIPTION QTY ACTUAL NOTES: � I FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. r I FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR t UTILITY `• ^• CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L --r WORK =Sr W/60,S=SPEED,W=WIDTH AHEAD �,.• I. PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION, AND ACCESS RADII. r• I -� .. 7" 1 WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE t,* CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. ,)- CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES •t•- , REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL J FIELD CONDITIONS,ETC... }y lJ.. �" •a` ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �- e CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE •• . ';�. CONSTRUCTION CAN BEGIN. L• - - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL � '. iho�4p}• - - BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM r TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN M. PLACE FOR CONTINUOUS DAYS. a , RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ",• . t�.�' 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 i` UTILITY UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF -� y WORK - A _ THE SAME ROAD. }t AHEAD 1`,�• '�T - MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND I•- •�% •COLLECTOR ROADS. ,��.i `•�1 . THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. ..,Sr I r �r THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - rod , -� 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 �•p• �r - ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _ .. _ •j WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR -;•pt14 �� •' �� - t ? r RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL . `��• I�y,r `'Sf• ` •, INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •y'j.�[� t • y ••. + ti• PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE "t• �" 1C OFTHEMIDBLOCK CROSSWALK `S �� S SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ♦I -V • �� :. TAPER LENGTHS CALCULATED BY FORMULA UTILITY • - � WORK FROM IMUTCD TABLE 6H-4. AHEAD � � 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ^ I N CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 I' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q S2 -- L =W Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- Q 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS CD 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 E03F OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898AA_05 LEGEND ADDRESS: ® pmu,..,ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD 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 i ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED _ 411 VEHICLE TRAFFIC OFFICER : V. g SIGN OD PARAWEBBING 1 y.r h' -� _ TWINID_0898AA_05 28"CH DEVICE ZING :.� ^� " 1 DEVICE �■ FLAGGER � -}•, � -_ • � TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: - FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ' FOR SHOULDER CLOSURES WHERE W< 10',USE 4 VALUE FOR W=10' w CALCULATE"L"USING FORMULA,FOR SPEEDS> 5_4 :L=W5,SPEEDS<45:5:L 'r •; 7 =S' W/60,S=SPEED,W=WIDTH -'� - PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTIONJ..r_�a AND ACCESS RADII. MA �: !! ✓M. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. _ Y. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL A FIELD CONDITIONS,ETC.. _ " } `. ALL DEVICES CONFORM TO CURRENT MUTCD. •" CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. l(' •� ( _ , - - • �� CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL S� - R• I BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM R'• ♦ ` TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ;' • - 777 - 7i,Jf' PLACE FOR CONTINUOUS DAYS.RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �. _ _ 'f� _ �-r► �?IAQs�.t -�.Y BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM .L�. ' �. ft r�. ti ♦' TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS - ••i CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME tf - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD ♦�• _ g+ y+ �♦ - MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND v COLLECTOR ROADS. i<r' w' �•*.;,�;e� THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF UTILITY _ RESTRICTION TO THE FIRST SIGN. • - RNNF a THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND '► i - ` SIGNS. > THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 14y,� • ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). t1w' :+ _ tr WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR j ti yv i ♦ + '�� , Y 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 ♦ .�� ,yi 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. a• `x ;. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS � Q L=TAPER LI=NGTH(FT) 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 I' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63 42' ROAD TYPE ---- ---- ---- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 Q <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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 E03G OF E09 01 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_0898AA_05 LEGEND ADDRESS: ® DIGu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL LOCUST/MADRONA ST 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 a (FLASHING ARROW) ,«r SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING c + Ave TWINID_0898AA_05 28"CHANNELIZING FLAGGER ; • y TWIN FALLS,ID DEVICE ~� v ^ MATERIAL DESCRIPTION QTY ACTUAL NOTES: 32I3H SSO�J FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 1t 1 • CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L iJ3SO�J �i�'dM3aIS =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ` FOR ALL SPEEDS. , CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... _ , ALL DEVICES CONFORM TO CURRENT MUTCD. - + •` dW CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. A CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. �! VA db 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 • V• PLACE FOR CONTINUOUS DAYS. t� 2 ��• • " v CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME •�' •,„1+ . - 1T7 UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF +, ' •I • ` O ,1, THE SAME ROAD. T • 0 'A MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND VT, COLLECTOR ROADS. + . 1� i THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ��_ ♦� / r r RESTRICTION TO THE FIRST SIGN. - A THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. fT THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD /� - •1 a SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES a* ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR • a ' 1 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL , _��•j INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES , PRESENT IN THE EXISTING PEDESTRIAN FACILITY. • r ' r Mw CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • f OF THE MIDBLOCK CROSSWALK �+ '� r • t SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULAS FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60i0e+ 40 M.PH. OR MORE: L=WS 691, }� L=TAPER LIENGTH(FT) 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN BUFFER ZONE T I L S O � z POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42 ROAD TYPE ---- ---- ---- 30 200' 150' 75' 1 50' 165' 83' 55' 180' 90, 60' A B C -- Q L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 Q <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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 E04 OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898AA_05 LEGEND ADDRESS: ® pmu....ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL LOCUST/MADRONA ST 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) w - SHADOW 93Ck UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING . • TWINID_0898AA_05 28"CHANNELIZING DEVICE �■ FLAGGER TWIN FALLS,ID ~'ERR , w MATERIAL DESCRIPTION QTY ACTUAL NOTES: � j � � _ FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR �• CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L , =S� W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ' AND ACCESS RADII. - Y WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION Qq LLJ FOR ALL SPEEDS. 7 V) CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES " 4w r W O `i' 1 y REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ •4,yii J I ��/, _ +P' 1 -t FIELD CONDITIONS,ETC... • C..) ALL DEVICES CONFORM TO CURRENT MUTCD. + 1 - t CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. i CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _!) • e PLACE FOR CONTINUOUS DAYS. ;� • t, t • Ir RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �, .II •, ` BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN t R 1 - PLACE FOR CONTINUOUS DAYS. C,_� '.1 ��• `�I ` E _- CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME 1 +}]J;� ' ` • 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 ! M ' r„• •+ COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD !THE • r SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES CLOSED •- y " .• ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). _ a :-f 4.:— •� 'Y �' WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR .4 �•• 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=WS L=TAPER LIENGTH(FT) 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT C.N. MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q S2 -- L =W Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- Q 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS CD 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 E04A 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_0898AA_05 LEGEND ADDRESS: ® pmu....ne. k,-a• ., TYPE II SIGN W/HIGH LEVEL LOCUST/MADRONA ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING •�Y.• _- _ - TWINID_0898AA_05 28"CHANNELIZING FLAGGER a•'� I• S'L""" TWIN FALLS,ID DEVICE ~� y. —• ,. MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - t 3a3H SS0H0 FOR SHOULDER CLOSURES WHERE W< 10',USE 1"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L 03SO10 Nl VM3QIS r =S' W/60,S=SPEED,W=WIDTH Y ' PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION // � ,.� , '•'�. AND ACCESS RADII. �. �" �It :.J.` - �'♦" WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 9 ... CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. LsIL CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _" 'W REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... _ ALL DEVICES CONFORM TO CURRENT MUTCD. '1 CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �. ~�-44 - t • CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ;J, •iY�/ �' I ' , CONSTRUCTION CAN BEGIN. t, _ ` /�•,y,�1 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM f � �� 't- 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 - • 1L- .� • BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ° ,y J - ♦♦♦ TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _ :7� d! PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME r UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. ��r ! ' MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND *• COLLECTOR ROADS. .�.�"•.' � , � � �i R THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF 1 RESTRICTION TO THE FIRST SIGN. j'1 •• 'i THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. J Q - THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 1Lb - Q W • it r . SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES •'• 3(n ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). Z LLI O WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR � }y1'r �� - •; .••! Lu A RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL �. •� a t �! IM / INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. i CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK t 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 • r L �' 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) `s '"•' 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT /"•' i1�- r C.N. CN CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q S2 -- L =W Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- Q 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS CD 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' 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_0898AA_05 LEGEND ADDRESS: ® DIGu....ne. k,-a• ., TYPE II SIGN W/HIGH LEVEL LOCUST/MADRONA ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNSp WORK TRUCK ® ARROW PANEL (FLASHING ARROW) _ SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER 3113H$SONO w SIGN OD PARAWEBBING a3so,3H,vrn3als TWINID_0898AA_05 28"CHANNELIZING FLAGGER � 1• +� , I - 4 TWIN FALLS,ID DEVICE MATERIAL DESCRIPTION QTY ACTUAL Y 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 r r �1R r =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES "%a. REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL .1 - FIELD CONDITIONS,ETC... _ _ ALL DEVICES CONFORM TO CURRENT MUTCD. ! �- ce E5 CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. _ - Q m CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE + • •� CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • y - _• '� BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM •,• ; J'K ' i '• 1 TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN .�i. �;_ X �,s •;t r` i �' ,` PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM N' �r �' r; • �- � 1'� • ,� TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN r ` �t PLACE FOR CONTINUOUS DAYS CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME I - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF �� ~" s•„� T THE SAME ROAD. ,/ f. • . v ?- � MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND w j T, ��,._ - .}• �' �\ '� 1 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 ` �� // '�• n❑ SIGNS. O'" - V 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). A - .-. T .�.• WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR III;r r-� —_�- , 4 �' •'��e RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE � 1�_ _�. •`• .,• i OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. i TAPER LENGTHS CALCULATED BY FORMULA .'t WIT N ► •'JR; ' FROM IMUTCD TABLE 6H-4. o 40 M.P.H. OR LESS: L=WS2 /60 o .. _"•; 40 M.PH. OR MORE: L=WS ti L=TAPER LI=NGTH(FT) CD W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT (V CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ---- ---- ---- 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q S2 -- L =W35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- Q 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 1 250, 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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' 240cc ' SHEET E04C OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390, 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898AA_OS LEGEND ADDRESS: ® pmu.:..ne. k,-a. ., TYPE II SIGN W/HIGH LEVEL LOCUST/MADRONA ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS • ARROW PANEL WORK TRUCK ® (FLASHING ARROW) Fm SHADOW UNIFORMED Z VEHICLE TRAFFIC OFFICER • TWINID_0898AA_05 SIGN OD PARAWEBBING 28"CHANNELIZING DEVICE �■ FLAGGER w 7y1� TWIN FALLS,ID NOTES MATERIAL DESCRIPTION QTY ACTUAL d � � � � ' FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. { •. . ' FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR . Y'• '� CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L • �; =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ` . •'r'� '�w x AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL .r FIELD CONDITIONS,ETC Kimes 41 - - -hes Ave ALL DEVICES CONFORM TO CURRENT MUTCD. -•- CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 3a3H SS02i3 -"�' CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL `� •X 03SO13 HltIM301S 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 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. Y CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME 44J - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF Q W THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND W 0 COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND • ' SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ♦ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •�? RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK ? • SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. • TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. Cn , 40 M.P.H. OR LESS: L=WS2 /60 ` 40 M.PH. OR MORE: L=WS f{,�1� �• ti 3 _� L=TAPER LIENGTH(FT) • T ✓-j-�r ' 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q S2 -- L =W Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- Q 60 <_35 MPH 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 SIZE B SHEET: NTS 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' 240cc ' SHEET E04D 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_0898AA_OS LEGEND ADDRESS: DIGS Ine- TYPEII SIGN W/HIGH LEVEL BLUE LAKES BLVD -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED - \= OF TRAFFIC WARNING SIGNS _ ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER d,�*; r. ,• g SIGN Oa PARAWEBBING TWINID 0898AA 05 28"CHANNELIZIN if' r _ DEVICE �■ FLAGGER — • TWIN FALLS ID • . 035010 NOTES: MATERIAL DESCRIPTION QTY ACTUAL 4�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 �♦ ,' CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L w• -`. - S •. "r =S�W/60,S-SPEED,W=WIDTH 4& , PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION /; .l `. ' j - • , AND ACCESS RADII. .•'• •. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION , - i•� -• t r FOR ALL SPEEDS. - CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ♦ - ,' �,�.f►'` �) _ •V�'_ 1 ,- w.t y �i• FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. - r -' i ;•'•�.--Lw w ,r.. y j�•i '♦•,� CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. s • y �• - i rr$ CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ��h �t ' CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM •• •• ��rt 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 N � •' PLACE FOR CONTINUOUS DAYS. ♦w • n O x CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - •• m V T - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF U) THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND x COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r ,. RESTRICTION TO THE FIRST SIGN. _ .yy ', ^•THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND `r 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 .� •• ;i ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). •i WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •• i RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL -r - INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES t PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • �. . OF THE MIDBLOCK CROSSWALK 0 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. •/ m l m➢ 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) o W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT �� J ,�• N N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S is 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 w SPEED POSTED SPEED ontech.com o L %2 L 1 SIDEWALK CLOSURE infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL O) 3 DISTANCE BETWEEN SIGNS (FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE25 — s 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 -- — Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 60 100 100 100 aI 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): SCALE ;I 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH 350 350 350 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 E04E 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_0898AA_05 LEGEND ADDRESS: ® pmu.:..ne. k,-a. ., TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /L^ DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) ';' Fm SHADOW UNIFORMED „��N VEHICLE TRAFFIC OFFICER + '� V _�� (_'•J SIGN OD PARAWEBBING ` e m D TWINID_0898AA_05 28 CDEVICEIZING �■ FLAGGER u ' �• TWIN FALLS,ID �. . y 4��L MATERIAL DESCRIPTION QTY ACTUAL 3 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 r =S' TRAFFIC FI=SPEED, L DEVICH SIDEWALK • } !"PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION {" � ' AND ACCESS RADII. �"]F� �, WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 1� CLOSED ` 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 ••• '�•r• V 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 ` �• �- y�. CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • t, ♦. 'f 383H SSOHO 1 BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN e ♦T.{ - 'N (. .T1fTTT44►►►►f- 0350D7 M Ivm301S PLACE FOR CONTINUOUS DAYS. 4, 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. 't MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. f THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ! a � �IL �~ 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 DRIVER APPROACHING A TTC ZONE). - ♦N" - � WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL I �( INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK / i '• r A SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ~ Or m TAPER LENGTHS CALCULATED BY FORMULA ' / �� m D o FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 f � • 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT - N N CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN BUFFER ZONE T I L S O � 7- POSTED 10' OFFSET 1 I' OFFSET 12' OFFSET 0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE ---- ---- ---- 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q S2 -- L =W Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- Q 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 1 250, 167' 550' 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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' 240cc ' SHEET E04F 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_0898AA_OS LEGEND ADDRESS: ® pmu....ne. k,-ar ., TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ARROW PANEL . { �► WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMEDFm 9• :` VEHICLE TRAFFIC OFFICER - )r 'ram!_ •-.- , g SIGN OD PARAWEBBING ON 'i 6►. m TWINID_0898AA_05 28"CHANNELIZING �■ t rn f w DEVICE FLAGGER ' �ii o ° 1 ,� ► TWIN FALLS,ID f. .X - ' tr r MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< W,USE U VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 1�1�1�jjj"' � • ' ., (� _ �•CALCULATE USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L t LATE"L =S' W/60,S=SPEED,W=WIDTH } f• PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION �} r. •I +, 1' 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. 4- CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES r , .1.L. � ` �R REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - FIELD CONDITIONS,ETC... ?� , ' I r. 'L' ALL DEVICES CONFORM TO CURRENT MUTCD. t }� �R'✓� b r ,r CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ,' ,l ��ffJJ r r r y CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE p CONSTRUCTION CAN BEGIN. - - �' ��, p RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL +.'��, �'. � yo; p r Y- 1 BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN �� ,'•* ' f;r + x• �..'. 1+, r •, PLACE FOR CONTINUOUS DAYS. y •�. - ` CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF r ' THE SAME ROAD. •+ -„ n MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL ANDCOLLECTOR ROADS. a THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF *A, � � 'h'� • � • 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). 7r - �-rt'• .�- y..`4. _ - SIDEWALK WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r' � CLOSED � =•��'• RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL �r•@ •L . INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - �r ` r •� PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE w OF THE MIDBLOCK CROSSWALK - SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - �'+ � r ��. r TAPER LENGTHS CALCULATED BY FORMULA � {j. FROM IMUTCD TABLE 6H-4. �. 3a3Hssoaa 40 M.P.H. OR LESS: L=WS2 /60 �- 1 r 03501D)IlYM301S 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT r N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 I' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63 42' ROAD TYPE ---- ---- ---- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 Q <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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 E04G OF E09 01 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_0898AA_05 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL . �.. - ® (FLASHING ARROW) SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID_0898AA_OS 28"CHANNELIZING DEVICE �■ FLAGGER T LA TWIN FALLS,ID �o - ! N m - • MATERIAL DESCRIPTION QTY ACTUAL NOTES m FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. O 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 r.. +�• rl• _ `` - PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. - �. •r I WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION +w . • , FOR ALL SPEEDS. ��•, t -- 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 �e CONSTRUCTION CAN BEGIN. (Y!•' �I '•� ^� f • 1 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL t BE LI MTED 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. 1�• F' N �l 1' , CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - 4 n p O .r,•� UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF +f y r0 m , F �• '� THE SAME ROAD. ✓!.ia,�- t m D •t. - MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND , /%/ COLLECTOR ROADS. •• - _ •r' a..w.....t �...w THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF .. r 1 ,.i-1 ,tr.1� � :�.1'^ :- RESTRICTION TO THE FIRST SIGN. 'll ,��: �, . •) f. _ <••, �•�`A. ` �f THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ' Y1- ♦••" T' _ SIGNS.THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY 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 ' 1•. • • 1, SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 1 TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS * `- L=TAPER LIENGTH(FT) 0 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CN MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S OIN BUFFER ZONE 7- POSTED 10' OFFSET 1 I' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE � REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 3 DISTANCE BETWEEN SIGNS(FEET) 02/03/23 INITIAL SUBMISSION woo 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63 42' ROAD TYPE ---- ---- ---- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- Q L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 Q <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): SCALE 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' ?40 MPH 350 350 350 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 E04H OF E09 01 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_0898AA_05 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 61-1-11. Lane Closure on a Two-Lane Road with Low Traffic Volumes (TA-11) OV3Nti` — TEND �tiOM A. I FtJAD WORD TWINID 0898AA OS OYON 1 TWIN FALLS,ID .. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL (optional) Twr rflptional) HdW A A 'r B OY3HY avow iNYI ENO 50 to 100 ft (optional) + j Buffer space !optional) i I Buffer space (optional) rleLn 50 to 100 ftELIE 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 0 N (opbolnal)- CN (sae Section 38.1fi TILSON (optional) On a Mission Z O fl T: (207)591-6427 F: (207)772-3427 o InPoOdsontech.com O4F tAME o ROAD REVISIONS 0 AHEAD (optional', DATE DESCRIPTION INITIAL �1 I e, 02/03/23 INITIAL SUBMISSION WDD 31'1sI,69 dYOb T 7♦ � '�/� --- ---- --- QN3 4. - Q — QI 'cpUor.all - — U LL, 'optional) SCALE o SIZE B SHEET: NTS ROAD WORK SIZE D SHEET: NTS o A.HEAD SHEET E05 OF E09 o Z FILE NAME:TDS TWINID 0898AA 05 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG Dig Line,Inc. F 11.I U I u G H ;1 . Lino C l u,,u i w, r:I 1 1 -1 61l 11(l l U l 11 -v o l l 811 or 800-342-1585 C11tI_�r:tlllllll 1,rrrlurll�,, +, Tal-:; I ;I GYAH4 TWINID 0898AA 05 ra�M t TWIN FALLS,ID t7�YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL L � T (oplionall - — 004 BL.fler sp�lc� (opUanah N X ,1ft N Temporary solid_ white lane line Buffer space N to plional) 0 N 0 S speed in mph L' \ \ TILSON { I On a Mission 0 I �� T- (207)591-6427 F- (207)772-3427 4S ft' InfoOdsontech.com t REVISIONS — DATE DESCRIPTION INITIAL C 02/03/23 INITIAL SUBMISSION WDD X Note See Tables 6H-2 and --- - 6H-31or the meaning - - Q of the syntib�ols anWor i ROAo _ QI letter codes used in �_ WORK --- ---- — U this figure. _ - LLI AHEAD SCALE �I Typical Application 31. SIZE B SHEET: NTS 0 Q SIZE D SHEET: NTS 00 00 SHEET E06 OF E09 0 Z FILE NAME:TDS TWINID 0898AA 05 HALF-ROAD CLOSURE MULTI-LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a hAu Iti-Lane, 811 or 800-342-1585 High-Speed Highway (TA-32) TWINID 0898AA 05 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL C B t xln 'r or B or 46 — - ROAD'NOIIK L Temporary white Buffer space 11 adga Irn2 (optional) 1,,2 L MIN. Temporary ' 112LMIN yellolw 1i11?S yyy _ - AX 1/2 L MIN. I,opbonal. 0 o I;MI TILSON `; On a Mission Z T.- (207)591-6427 F- (207)772-3427 - r InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION WDD UW C CLOSLL - - Nola: Sea Tables 6H-2 and 614-3CL vI symbols andor loner � � t t ROAD - — WORK LLI Codes used in this figure, AHEAD SCALE o SIZE B SHEET: NTS Q SIZE D SHEET: NTS Typical Application 32 oo SHEET E07 OF E09 o Z FILE NAME:TDS TWINID 0898AA 05 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 0898AA 05 TWIN FALLS,ID tf MATERIAL DESCRIPTION QTY ACTUAL C B t xfn 'r or B T 1 T [Ro L t �a — Temporary white Buffer space adga Irn2 (optional) 1,,2 L MIN. Temporary ' 112LMIN yellolw 1i11?S yyy _ - AX 1/2 L MIN. I,opbonal. 0 �Ni' e111�M ;IY:� 711 i o I;MI TILSON On a Mission Z T- (207)591-6427 F- (207)772-3427 o - r InfoOtIsontech.com REVISIONS DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION WDD UW C CLOSLL - - Nola: Sea Tables 6H-2 and 614-301 vI symbols andor loner � � t t ROAD - — WORK LLI Codes used in this figure, AHEAD SCALE o SIZE B SHEET: NTS I Q SIZE D SHEET: NTS Typical Appllc��tlon 32 oo SHEET E08 OF E09 0 Z FILE NAME:TDS TWINID 0898AA 05 SIDEWALK CLOSURE ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29) ` (optional) T � -0 = W TWINID 0898AA 05 C t J p� y TWIN FALLS,ID W y MATERIAL DESCRIPTION QTY ACTUAL � a onf �- .7K � �. a 5 r or n j T x =� o Temporary B marking for crosswalk lines (cross-hatching optional) _ C30 P 0 0 Q u x J 1M K y � r. u v i SIDEWALK CLOSED i sgCNALK Gl4SLD AHEAD "K$$HERE 0 N M N Note: For long-term stationary cq T I L — ON work,the double yellow On a Mission Z 0 center line anWor T- (207)591-6427 F- (207)772-3427 w lane Ines should M inroocnaontech.com removed between the REVISIONS ROAD crosswalk Ines. DATE DESCRIPTION INITIAL NQRK _ 02/03/23 INITIAL SUBMISSION WDD AHEAD ea Tables H- and H- --- - X for tho meaning of the symbols and+or IE+tter - - a - - 01 OL codas used in this figure. - — U LLI SCALE o Typical ApplIcation 29 SIZE BSHEET: NTS Q SIZE D SHEET: NTS oo oo SHEET E09 OF E09 o Z FILE NAME:TDS TWINID 0898AA 05