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Home My WebLink AboutTWINID_0898GA_01_TCP_REV1 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898GA 01 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � ® DIGufm- C.M Dig Line,Inc. STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN REFERENCE CITY OF TWIN FALLS AVE E ARTERIAL FALLS, ID MANUAL OR THE TEMPLATES AT BACK OF TCP FOR WORK ON LOCAL STREETS. BLUE LAKES BLVD N ARTERIAL LOCSUT ST N COLLECTOR TW I N I D_0898GA_01_TF TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL MINOR ARTERIAL ROADS PROPOSED CONDUIT PRINCIPLE ARTERIAL ROADS MULTIPLE CONDUIT MAJOR COLLECTOR ROADS • — _ _ — -t ��„� f}t Richmond Cir Hari I -- I Z Z in Iw Princeton Dt oW tI I L • 4pII Wilmore Ave I I1;), :rce Ave Caswell Ave ' f Grant Ave jig Gran Ave TIL50IN 93 Alder Dr" T. (207) 591-6427 F: (207) 772-3427 _> infoOtilsontech.com I n • Frem,,, c REVISIONS • �+' DATE DESCRIPTION INITIAL rot< r . I ��/r✓ (_ r r 02/17/23 INITIAL SUBMISSION RNC .• • I .fy. r ';�,C+ T 07/20/23 REV 1 NV l,, J 12/29/23 REV 2 AM I111 Y C'I�.�� ___ ____ ____ ,• _ rrrlll -..- SCALE II I SIZE B SHEET: NITS Filer-Ave r 11VT I I 7 SIZE D SHEET: NTS AvefilerL — — = J y - I SHEET E02 OF E09 FILE NAME:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® o_lf k siG_&;un_i�_.._ Ca TYPE II � SIGN W/HIGH LEVEL FALLS AVE BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL ,�• ±, + (FLASHING ARROW) SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICER ; 4 SIGN OD PARAWEBBING K I� TW I N I D_0898GA_01_TF 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� - •+, MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR - I' - CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L a =S' W/60,S=SPEED,W=WIDTH ' Y 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 • a' _ F, •� O FOR ALL SPEEDS. '• K CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL y k a,: s ••-�'_•1 FIELD CONDITIONS,ETC... I+ ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE • ��:. - .., CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 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 Falls Ave-W— 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. 11 II 1� MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND =r COLLECTOR ROADS. UTILITY THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - WORK +, f RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. 0. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m / 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 EXIS `TING PEDESTRIAN FACILITY. 1 / CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - OF THE MIDBLOCK CROSSWALKMly *- SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 4, ` r TAPER LENGTHS CALCULATED BY FORMULA ' -r•� FROM IMUTCD TABLE 6H-4. - - 40 M.P.H. OR LESS: L=WS2 /60 0 40 M.PH. OR MORE: L=WS _ L=TAPER LIENGTH(FT) t ^ fl W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE infoOtilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 1 83' 55' 180' 90' 1 60' A B C 12/29/23 REV 2 AM L =WS2 ---- ---- ---- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 50o SIZE D SHEET: NTS 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09 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' 1 257' 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® o_lf k siG_&;un_i�_.�_ Ca TYPE II � SIGN W/HIGH LEVEL FALLS AVE 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 l " _ v,r r .� M i ■#>t WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED - l VEHICLE TRAFFIC OFFICER ..-y•'YT' g SIGN OD PARAWEBBING ; t + TW I N I D_0898GA_01_TF 28"CHANNELIZING �■ DEVICE FLAGGER >- �` TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. • lr .� - i FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR " X. _ • 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 - Milk ••� t �;A ��t*{/ AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM f• 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 1� 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 M 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. ssYb MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. - r - 000 THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r - RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES - WAI ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �•`��—�T"'��_-�11�-1' RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �- PRESENT IN THE EXISTING PEDESTRIAN FACILITY. lr - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE _ _. OF THE MIDBLOCK CROSSWALK ---- -��_"! J C 1� �� r SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �'! r r TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 � 40 M.PH. OR MORE: L=WS t �f ff'r L=TAPER LI=NGTH(FT) r Y W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT mul i MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE infoOtilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 12/29/23 REV 2 AM L =WS2 --- ---- ---- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' 1 SHEET E03A OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA 01 TF CD LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N s,.-pY, BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 DIRECTION ADVANCED \� OF TRAFFIC WARNING SIGNS ' WORK TRUCK ARROW PANEL ® (FLASHING ARROW) rd SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING . a TWINID 0898GA Ol TF 28"CHANNELIZIN fie FLAGGER TWIN FALLS ID DEVICE ~� ze 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"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 I AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 1 FOR ALL SPEEDS. -F CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. pY3HV CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. yyOM CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE wvLn 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 raHr 1 PLACE FOR CONTINUOUS DAYS. a36Ulp Nn�He+u RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM I ' 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. ff 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 WORN AHFAp ' L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT ' MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED LANE MERGE infoOtileontech.com L %2 L V3 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) 02/17/23 INITIAL SUBMISSION RNc ROAD TYPE 07/20/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 12/29/23 REV 2 AM L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 :5 35 MPH 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' ---- — ---- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >:40 MPH SIZE B SHEET: NITS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220 RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240, SHEET E03B OF E09 65 645' 650' 325' 1 217' 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:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® DO - TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N r•,1�/�•ro ap BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 t f4lF /� ARROW PANEL DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS arr� 41 WORK TRUCK ® (FLASHING ARROW) t ` �� -- SHADOW UNIFORMED If !r Fm VEHICLE TRAFFIC OFFICER SIGN OD PARAWEBBING mix _ l TW I N I D_0898GA_O 1_TF 28"CHANNELIZING DEVICE FLAGGER TWIN FALLS,ID ~� 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 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:Ln' _S =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. j ' WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE *. CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... • �_ ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _ THE SAME ROAD. - r 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' 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 low m FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS = L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Wilmore Ave Wilmore Ave MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE infoOtilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 12/29/23 REV 2 AM 35 L =WS2 ---- ---- ---- 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09 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:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N r•,1�rw�ro ap 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 xaalt WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFI I r � g SIGN OD PARAWEBBING TWINID 0898GA 01_TF 28"CHANNELIZING DEVICE FLAGGER ` TWIN FALLS,ID ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. SY FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR S CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH !_ PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. _ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE , CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. ~` CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ^, ��_ •�� REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL .\`• ��FIELD CONDITIONS,ETC... • '"'�' ALL DEVICES CONFORM TO CURRENT MUTCD. _ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 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 I� BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM F Y TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. j 3 i CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. - ' MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND .-� t• 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 l 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 I`n�cNr uNe � FROM (MUTCD TABLE 6H-4. s�� 1 40 M.P.H. OR LESS: L=WS2 /60 a 40 M.PH. OR MORE: L=WS urlurr , L=TAPER LIENGTH(FT) z .HEAo W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 LANE MERGE infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 12/29/23 REV 2 AM 35 L =WS2 ---- ---- ---- 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09 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:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N r�,1�iw�ro ap BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS 0"Nv WORK TRUCK ® ARROW PANEL ' (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898GA O1_TF 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - `- UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 4 •• COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. �ra ;, .y'a THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. • r 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 QO� 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=WS1m, UFILITY L=TAPER LI=NGTH(FT) � •Q., W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 LANE MERGE infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 12/29/23 REV 2 AM L =WS2 100 100 100 -- -- -- ---- ---- ---- 35 250' 204' 102' 60 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA O1 TF CD LEGEND ADDRESS: ® DO - TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N r.,f�iw�ro ap BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS41; WORK TRUCK ® ARROW PANEL (FLASHING ARROW) Fm SHADOW UNIFORMED r VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING 2 f � TWINID_0898GA_O1_TF 8"CHANNELIZING DEVICE FLAGGER TWIN FALLS,ID QV3Htl � `� N t10M MATERIAL DESCRIPTION QTY ACTUAL NOTES — Alllflll FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •f �' 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 tic 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 FALLS AVE 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. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. , CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. O x MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. 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 �. �i, ,�• ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r• 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 "LOSE li SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. AHEAU eu IT-- TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. un�mr 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ;F; MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 LANE MERGE infoOtilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 12/29/23 REV 2 AM L =WS2 ---- ---- ---- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH 45 360' 450' 225' 150' 495' 248' 165 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03F OF E09 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:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL LOCUST ST N &f &; BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) FALLS AVE E SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID_0898GA_01TF 28"CHANNELIZING �■ FLAGGER TWIN FALLS,ID DEVICE )ICON 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 9, FOR ALL SPEEDS. T�!^ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES •!; .� REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 1� FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. Ti 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 i G 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 i •� 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. N Princeton Dr Princeton Dr Prin 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. y CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK f� SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA ip FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS ' wows L=TAPER LIENGTH(FT) s AHFAD W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ell MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 SHOULDER CLOSURE infoOtilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 12/29/23 REV 2 AM 35 L =WS2 ---- ---- ---- 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03G OF E09 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:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL LOCUST ST N &;fw&c.~ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL • ® (FLASHING ARROW) SHADOW UNIFORMED OV3Htl VEHICLE TRAFFIC OFFICER N2lOM g SIGN OD PARAWEBBING Alllllrl i TW I N I D_0898GA_01_TF 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: 1M 11 FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ' =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ` FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. cn Y p CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. K W CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE O CONSTRUCTION CAN BEGIN. j Q 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. u�.. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME " Princeton UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r RESTRICTION TO THE FIRST SIGN. 'r THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND f SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR CL 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 61-1-4. IIii6lurn lrx woRi< 40 M.P.H. OR LESS: L=WS2 /60 AHEAD 40 M.PH. OR MORE: L=WS RPM L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 SHOULDER CLOSURE infoOtilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 12/29/23 REV 2 AM 35 L =WS2 ---- ---- ---- 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03H OF E09 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:TWINID 0898GA 01 TF CD LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL LOCUST ST N s,.-pY, BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 DIRECTION ADVANCED \� OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL r ® (FLASHING ARROW) avaHv s SHADOW UNIFORMED ,as. Alllllfl VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING 28"CHANNELIZIN +.►' TWINID 0898GA 01 TF DEVICE 02 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-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L am. =S�W/60,S-SPEED,W=WIDTH _ PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION - �'• AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... .,•e 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 Dre Ave Wilmore Ave 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. 40 THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. rCL 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). .:y WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. it! TAPER LENGTHS CALCULATED BY FORMULAri FROM IMUTCD TABLE 6H-4. �'-• ►'`%. 1 woRli .e!!.��.^�•, AHEAD 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT f MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE infoOtileontech.com L %2 L Y3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV 1 NV 30 200' 150' 75' 50' 165' 1 83' 55' 180' 90, 60' A B C 12/29/23 REV 2 AM L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 :5 35 MPH 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' ---- — ---- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >:40 MPH SIZE B SHEET: NITS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E031 OF E09 65 645' 650' 325' 1 217' 715' 358' 1 238' 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:TWINID 0898GA 01 TF CD LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL —°'V' BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 /� DIRECTION ADVANCED `}• \= OF TRAFFIC WARNING SIGNS ARROW PANEL WORK TRUCK ® (FLASHING ARROW)ARROW) . ,- �� .•",k• _ �• } 1 � _,, SHADOW UNIFORMED ! �`}' ( 1 w ' +++►..,w.► f VEHICLE TRAFFIC OFFICER . - %77 T �y "1�' �• g SIGN oa PARAWEBBING ` i TWINID 0898GA Ol TF 28"CHANNELIZIN �■ FLAGGER - •}� �� U) TWIN FALLS ID DEVICE '3 .c' •IA MATERIAL DESCRIPTION QTY ACTUAL NOTES: ilk 0 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. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. 'v / ••' CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES • ~ REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ` 0FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. •_s 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. Falls Ave W Ffs Ave RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Falls Ave Falls Ave W 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. - _-- _ • _. ID THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF \ - If RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - a SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ,•Ji, - _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES •1�' ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ; • +I•• '_ N WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR m r•. ' , RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL kaw _ - t i . / '• (n _, INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES -"- ,- D ` , •� A p ' PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - r CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE f ur n - �' j 1;♦ • OF THE MIDBLOCK CROSSWALK ••� m r jJ✓ m D SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. • m r ' a• p r TAPER LENGTHS CALCULATED BY FORMULA `•''. �- + f '; ',.ti,' FROM IMUTCD TABLE 6H-4. ," , • ;�� - t 40 M.P.H. OR LESS: L=WS2 /60 `t _ ► 40 M.PH. OR MORE: L=WS �•�•� � � ' i L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT •+ ,'`,• ~• � - MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtileontech.com L %2 L V3 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) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 12/29/23 REV 2 AM L =WS2 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 60 100 100 100 :5 35 MPH 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' ---- — ---- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >:40 MPH SIZE B SHEET: NITS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240, SHEET E04 OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 1 233' 770' 385' 1 257' 840' 420' 1 280' FILE NAME:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE &;fw .• BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /= DIRECTION ADVANCED \� OF TRAFFIC WARNING SIGNS s WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED A,Fm 4D VEHICLE TRAFFIC OFFICER i g SIGN OD PARAWEBBING t-, TW I N I D_0898GA_01_TF 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE t 'NOTES MATERIAL DESCRIPTION QTY ACTUAL : ' �� 1.��`, FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. • ,,e - '_ FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR _ ^. M • '•'f /�• ., �+ CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L r 4 • 1 •�� -- =S' W/60,S=SPEED,W=WIDTH • �. • r ••r �, F/ PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ •-'S" - r 777 CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION • .- _ _ +yam - - --now. FOR ALL SPEEDS. • _ _ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ _ _ �'�• BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - - - PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 035010 COLLECTOR ROADS. H111/M301$ 43SO10 03SO10 NlF/M3UIS 1ilVM3171S - - 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 ,'rI �• _ % ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ` l R ,i• •� ' WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL MIL 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. _ I 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) - .. W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT - MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 12/29/23 REV 2 AM 35 L =WS2 ---- ---- ---- 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L = WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 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' 1 1 1 FILE NAME:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE &;fw .• BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS 4 WORK TRUCK ARROW PANEL j ® (FLASHING ARROW) SHADOW UNIFORMED V VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING r �_ 28"CHANNELIZING i~ _ • TWINID_0898GA_01_TF DEVICE FLAGGER j'j{ TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: r FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. r,-FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. _ -_ i WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ~ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. —,� _ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 1 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ -'r I ••' �� FIELD CONDITIONS,ETC... r ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Is-Ave W- W Fls Ave 'Falls-Ave Ealls.-A BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. Jl THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES HlVM3aIS ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 03SO13 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �dM3UIS RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. f� •� - 1 CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE \ �•f J W OF THE MIDBLOCK CROSSWALK V S SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. •+ — ---f r' N TAPER LENGTHS CALCULATED BY FORMULA o FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS q1'• L=TAPER LI=NGTH(FT) Him W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 12/29/23 REV 2 AM 35 L =WS2 ---- ---- ---- 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- <_35 MPH 100 100 100 40 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09 65 645' 1 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 1 730' 1 700' 350' 233' 770' 385' 257 840' 420' 280' FILE NAME:TWINID 0898GA O1 TF CD LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N r�,1�iw�ro ap BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL (FLASHING ARROW) Fm SHADOW UNIFORMED r„ �r VEHICLE TRAFFIC OFFICER �}Iy g SIGN OD PARAWEBBINGt;_N 28"CHANNELIZING C TWINID_0898GA_01_TF DEVICE FLAGGER TWIN FALLS,ID NOTES MATERIAL DESCRIPTION QTY ACTUAL : ]. FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. -� FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR C 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. �1' WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE .Alr 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. r CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. Y ' CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. ;OWW W RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL N U 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. 1 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 p� UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ] THE SAME ROAD. f _ - MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND I COLLECTOR ROADS. Y THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. O , THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND WO y�•ti SIGNS. N O THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 4 SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �•" RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) _ W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT L MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 12/29/23 REV 2 AM L =WS2 --- ---- ---- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 1 240' SHEET E04C OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 1 280' 1 1 1 1 FILE NAME:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® o�UM TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N r�,1�iw�ro ap BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS FALLS AVE i;T WORK TRUCK ® ARROW PANEL (FLASHING ARROW) _ SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID_0898GA_017 28"CHANNELIZING FLAGGER � TWIN FALLS,ID DEVICE ~� A. MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 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 ral 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 It 9 _ 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 INNER 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 I PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. _ CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND e SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK _ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. _ 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 1 83' 55' 180' 90' 60' A B C 12/29/23 REV 2 AM 35 L =WS2 ---- ---- ---- 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107'250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- <_35 MPH 100 100 100 40 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 1 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 1 330' 220' 720' 360' 240' SHEET E04D OF E09 65 645' 650' 325' 217' 715' 1 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 1 233' 770' 1 385' 257 1 840' 420' 280' 1 1 1 1 1 FILE NAME:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® o�UM TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N r�,1�iw�ro ap BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) CL SHADOW UNIFORMEDFm �• VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898GA O1_TF 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. _ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION r 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. IL 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 Spruce Ave Spruce Ave 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 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 at- WHEN SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIESENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE).CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR _ RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES SIDEWALK CLOSED PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE CROSS HERE OF THE MIDBLOCK CROSSWALK fJ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. Caswell Ave 40 M.P.H. OR LESS: L=WS2 /60 _ 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) ombol., -- W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.com L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 12/29/23 REV 2 AM 35 L =WS2 ---- ---- ---- 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04E OF E09 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:TWINID 0898GA 01 TF CD LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N r�,1�iw�ro ap BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING O N TW I N I D_0898GA_O 1_TF 28 CDEVICEIZING �■ MO TWIN FALLS,ID FLAGGER A MATERIAL DESCRIPTION QTY ACTUAL NOTES: ' FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 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 SITEt�•j CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE t 6 CONSTRUCTION CAN BEGIN. n G O 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 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. ,`l\�:•Q� }}} THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF G .4 - 1 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 j�`•� 7 ,� i ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - 1f 1 Y�WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • m INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES +F m a 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. �• �' 4. _ TAPER LENGTHS CALCULATED BY FORMULA _lu. -`' FROM IMUTCD TABLE 6H-4. u` e cl sDEWAL CLOSE 40 M.P.H. OR LESS: L=WS2 /60 \ 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET 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) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 12/29/23 REV 2 AM L =WS2 ---- ---- ---- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' -- -- -- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04F OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA O1 TF CD LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N r�,l�iw�ro ap BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL FALLS AVE N (FLASHING ARROW) s SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898GA O1_TF 28"CHANNELIZING �■ FLAGGER _ TWIN FALLS,ID DEVICE SIDEWALK CLOSED CROSS HERE MATERIAL DESCRIPTION QTY ACTUAL NOTES: N FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. m 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 v =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. 1( WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION f FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2—WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. ,) RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM—3:OOPM — TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM—3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN t _ PLACE FOR CONTINUOUS DAYS. ? CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME r UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND k. / COLLECTOR ROADS. 14 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 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 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL .• �' INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •' t m 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. 40 M.P.H. OR LESS: L=WS2 /60 -4 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 7"k MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 SIDEWALK CLOSURE infoOtilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 1 55' 180' 90' 1 60' A B C 12/29/23 REV 2 AM L =WS2 ---- ---- ---- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH 45 360, 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04G OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 1 700' 1 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID 0898GA O1 TF CD LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL LOCUST ST N &;fw&c.~ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS ' W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) Fm SHADOW UNIFORMED , VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING _ TWINID 0898GA 01_TF 28"CHANNELIZING FLAGGER ~ TWIN FALLS,ID DEVICEFa~� FALLS AVE N 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. 3tl3111tlO WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �� y CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 03801�N�tlM3U18 + F'`' FOR ALL SPEEDS. 71, CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL i FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME <oWi 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 W COLLECTOR ROADS. i THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF l 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). r' WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR E RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL I INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES I PRESENT IN THE EXISTING PEDESTRIAN FACILITY. Princeton Dr Princeton Dr CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •� �{ r OF THE MIDBLOCK CROSSWALK 77�� SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. • 1 40 M.P.H. OR LESS: L=WS2 /60 . 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) `, .- W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 SIDEWALK CLOSURE info®tilsontech.com L L L %2 L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION RNC ROAD TYPE 07/20/23 REV I NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 12/29/23 REV 2 AM L =WS2 ---- ---- ---- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <_35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300, 200' 660' 330' 1 220' 1 720' 360' 240' SHEET E04H OF E09 65 645' 650' 325' 217' 715' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 3-5 233' 770'4358' 385' 257' 840' 420' 280' FILE NAME:TWINID 0898GA O1 TF CD 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) 11 )tbOM A. I END TWINID 0898GA 01 TF FORD WORK OYON TWIN FALLS,ID .. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL HdW (optional) rflptional) Twr XX ' s OY3HY avow iNYI ENO 50 to 100 ft (OpbonM + j Buffer space !optional) i I Buffer space (optional) 50 to 100 M "'WILD We:Sea Tables 611-1-2 and 6H-3 ELIE for the meaning of the 15 ft symbols andror letter ro (codes used In this figure. ancowlwc 1A TRAFFK (optional)- . • y (sae Section 38.16 e (optional) T I On L a Mission on T- (207)591-6427 F- (207)772-3427 } 04F IAME InfoOthontech.00m ROAD REVISIONS (optional', AHEAD DATE DESCRIPTION INITIAL e Il� 1 02/17/23 INITIAL SUBMISSION RNC /�a6 avn T 7 t I '�/ 07/20/23 REV 1 NV a N 3 y + M n N 12/29/23 REV 2 AM !optional) SCALE SIZE B SHEET: NTS ROAD WORK SIZE D SHEET: NTS AHEAD SHEET E05 OF E09 FILE NAME:TWINID 0898GA 01 TF CD 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIG' Dig Line,Inc. Flr.(Utu GH ;l . L,wo -1 811 or 800-342-1585 C11tI_'I::tII:11111 1,rrrlurll�,, +, Tel-:; I ;I GYAH4 TWINID 0898GA 01 TF raOM t TWIN FALLS,ID CI�Od Ir T t t MATERIAL DESCRIPTION QTY ACTUAL L 1 T (apuonafl But for space (opts anah 1)2 L N N 100 ft N N f Temporary solid A while lane line I Buffer spaca N to plional) N tI N 112 L '5=speed in mph N {� TILSON I On a Mission T: (207)591-6427 F: (207)772-3427 4S ft� ; InPoOdsontech.com t +I+I REVISIONS �— —f DATE DESCRIPTION INITIAL C 02/17/23 INITIAL SUBMISSION RNC Note See Tables 611-1-2 and I 07/20/23 REV 1 NV +I 12/29/23 REV 2 AM 6H- for the meaning � i of the syn bols andlor + ROAD _ letter codes uwd in _ this figure. WORK AHEAD SCALE Typical Application 31 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET E06 OF E09 FILE NAME:TWINID 0898GA 01 TF CD HALF-ROAD CLOSURE MULTI-LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585 Hlgh-Speed Highway (TA-32) TWINID 0898GA 01 TF TWIN FALLS,ID <*11� I t f MATERIAL DESCRIPTION QTY ACTUAL C B t xrn 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 IMPH V2 L MIN. I,Gpbonal. I;MI •�' TILSON On a Mission T- (207)591-6427 F- (207)772-3427 '_• _� I _' r InfoOtIsontech.com 0 r1 REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC �Mt 07/20/23 REV 1 NV CLOSLL 12/29/23 REV 2 AM Nola: Sea Tables 6H-2 and 614-3for the meaNK of the ROAD _ symbols and+or latter --wartK — Codes used in this fi-gure. AHEAD SCALE SIZE B SHEET: NTS Typical Application 32 SIZE DSHEET: NTS SHEET E07 OF E09 FILE NAME:TWINID 0898GA 01 TF CD WORK ON PARKING LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585 High-Speed Highway (TA-32) TWINID 0898GA 01 TF TWIN FALLS,ID tf MATERIAL DESCRIPTION QTY ACTUAL C B t xrn 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,Gpbonal. I;MI •�' TILSON On a Mission T- (207)591-6427 F- (207)772-3427 '_• _� I _' r InfoOtIsontech.com 0 r1 REVISIONS DATE DESCRIPTION INITIAL 02/17/23 INITIAL SUBMISSION RNC �Mt 07/20/23 REV 1 NV CLOSLL 12/29/23 REV 2 AM Nola: Sea Tables 6H-2 and 614-3for the meaNK of the pogo _ symbols and+or latter t -- — wartK Codes used in this fi-gure. w1E40 SCALE SIZE B SHEET: NTS Typical Application 32 SIZE DSHEET: NTS SHEET E08 OF E09 FILE NAME:TWINID 0898GA 01 TF CD SIDEWALK CLOSURE ® DIG'- Dig Line,Inc. 811 or 800-342-158S Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29) ` (optional) _ TWINID 0898GA Ol TF C t J rn p� y TWIN FALLS,ID 16 W y MATERIAL DESCRIPTION QTY ACTUAL � a onf � cs a r or n j T x =� o Temporary B marking for crosswalk lines (c rocs-hatching I- 4, ,y P 0 J 1M K y � n u v i SIDEWALK CLOSED i SIDEWALK Gl4SLH � - - A"tom Q :R95S HERE a 0 c� 0 Note: For long-term stationary T I L 5M01N On a on work,the double yellow o center line ar6or T- (207)591-6427 F- (207)772-3427 0 InfoOttlsontecn.com w lane Imes should be removed between the ROAD crosswalk lines. REVISIONS N(?�K DATE DESCRIPTION INITIAL See Tables 6H-2 and 61-1-3 02/ REV 17/23 INITIAL MISSION N AHEAD to me moaning of the 12/29/23 REV AM symbols andror lenof - _-- codes used in this figure. SCALE Typical Application 29 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET E09 OF E09 FILE NAME:TWINID 0898GA 01 TF CD