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HomeMy WebLinkAboutTWINID_0898GA_05_TCP_REV1 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898GA 05 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � r�; �. • . Line,Inc. STREET NAME ARTERIAL COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN OF FALLS, ID MANUAL OR OF TCP FOR WORK ON LOCAL STREETS. •D•• • ST N DESCRIPTIONTWIN ID-0898GA-05 TWIN FALLS,ID MATERIAL QTY ACTUAL -40 ' �h:�p. yam^ L—�1 _ `� �( prt�arrOpt Gr i �• _ i _— ` -9eIArGrcle • _- qJ� 6Ai P, • �� 1.z. Fails Ave E- 46 Falls A �alls�Av .• _ ra • TT c f • ~ r , � _It - 4 ✓ La vow TILSON ir I. fir L r, 1 z fin. D��rxelonG u •� �( !� .. fF Iry Akmw r � 7 �. w♦ � f i SHEET E02 OF E09 eopft FILE NAME:TWINID-0898GA_05 w' LEGEND ADDRESS: ® pmu....ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL MADRONA ST N BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) Fm SHADOW UNIFORMED .� VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING - TWIN ID 0898GA OS 28"CHANNELIZING DEVICE FLAGGER TWIN FALLS,ID ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: ' FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR Qtl3Htl 1 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S, W/60,S=SPEED,W=WIDTH Alllllfl 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 •'1 FOR ALL SPEEDS. 1NIOd SIHl CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ONOA38 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... `JNINatld 'l ALL DEVICES CONFORM TO CURRENT MUTCD. ON 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 NO THE SAME ROAD. PARKING MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. BEYOND THIS POINT THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF I RESTRICTION TO THE FIRST SIGN.THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 117tLITV SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES WORK ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). AHEAD 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 71 Cx 2 L=TAPER LIENGTH(FT) i 17V3Hd W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L j2 L j L L j L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 z 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL MADRONA ST N BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED WORK ' \= OF TRAFFIC 0 WARNING SIGNS AHEAD W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) � SHADOW UNIFORMED VEHICLE TRAFFIC OFFICERIL g SIGN ===PARAWEBBING Targhee TWIN ID 0898GA OS 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 QV3HV - , CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH N210M PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION Alllllll 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 'T REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 1NIOd SINI FIELD CONDITIONS,ETC... 0NDA38 ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �JNIN?Jdd CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE DN CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN r iCL 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. r„ CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF lt THE SAME ROAD. _ MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND PARKING COLLECTOR ROADS. ' eEY0N0 THIS POINT 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 11TI�ITY ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). it WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED ORRELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALLINCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURESPRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. BitterrootDr BitterrootDr Bitterroot TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. ti 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS � L=TAPER LI=NGTH(FT) qa W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT -- _k . I 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH 1­1 45 360' 450' 225' 150' 495' 248' 165, 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09 0 65 ��7W� ' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL MADRONA ST N BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /= DIRECTION ADVANCED \� OF TRAFFIC 0 WARNING SIGNS ME •�� WORK TRUCK ® ARROW PANEL (FLASHING ARROW) r SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING Bitterroot D „ , ., , TWINID_0898GA_OS 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� _ MATERIAL DESCRIPTION QTY ACTUAL NOTES: _ FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. i FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH fj>/�N1fi PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION HAM AND ACCESS RADII. A117I.�n 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 1NIOd$INl FIELD CONDITIONS,ETC... 0NOA3B ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. DNNbVd ,, CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ON CONSTRUCTION CAN BEGIN. t 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 i4 PARKING UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF j' THE SAME ROAD. 5EvUNJ MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND :HS FON' 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 DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR - RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL UTl L1T�• INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES CL _ WORK PRESENT IN THE EXISTING PEDESTRIAN FACILITY. AHEAD 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 40 M.PH. OR MORE: L=WS ' Q L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT - 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q' 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220, 720' 360' 240' SHEET E03B OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL MADRONA ST N —&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED _ \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN 1111=1=31111111 PARAWEBBING Dr IN DoraDr Dora Dr IN TWINID 0898GA OS 28"CHANNELIZIN FLAGGER TWIN FALLS ID DEVICE ~2 r r CL MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. f FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR t - CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L OV3Ht/ r =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION Alllllfl 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... i ALL DEVICES CONFORM TO CURRENT MUTCD. i3 SIHl r� i CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �� ONOh36 CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE `1 P71N8t'd S ♦ ' 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. Tt RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL I �• BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN %. PLACE FOR CONTINUOUS DAYS. - CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF PARKING THE SAME ROAD. ? MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND BEYOND COLLECTOR ROADS. 'ii5 POINT 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 Ir 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 UTILITY ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WORK � - AHEAD WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR - 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 OF THE MIDBLOCK CROSSWALK _ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ora , IN Dora , r S I� TAPER LENGTHS CALCULATED BY FORMULA 1• FROM IMUTCD TABLE 6H-4. F' 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 Gocgle 0 co 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED 1 SHOULDER CLOSURE infoOtileontech.com o L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C 3 DISTANCE BETWEEN SIGNS (FEET) 02/03/23 INITIAL SUBMISSION 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE 03/31/23 REVI ACH 25 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 1u L =WS2 CL 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < _ ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 1 200' >-40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_05 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL MADRONA ST N BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMEDFm ` VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING .-- T W I N I D_0898GA_05 28"CHANNELIZING DEVICE FLAGGER L ti 'T TWIN FALLS,ID S t MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. OV3HV ��•' =r —f1�!' FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR raoM CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L Alllllfl i =S' W/60,S=SPEED,W=WIDTH 90 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 1NIOd S!Hl BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM QNOA 38 TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. Y JNIH21Vd RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL O�,f 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 • COLLECTOR ROADS. NQ THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r PARKING RESTRICTION TO THE FIRST SIGN. TiBEYDNO THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND THIS POINT 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. 1 UTILITY CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE WORK OF THE MIDBLOCK CROSSWALK AHEAD SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA _ FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) I j [4 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 z 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL MADRONA ST N BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNSCIO WORK TRUCK ARROW PANEL ® (FLASHING ARROW) Fm SHADOW UNIFORMED Gtl3HY VEHICLE TRAFFIC OFFICER HaOM AL�lif1 g SIGN OD PARAWEBBING TWIN ID 0898GA 05 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 ANDACCESS RADII.WHEN ; — - WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 1 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 m O r ,•" FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. r+ i CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. 1HIOd$I Pd , RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 9NSiatl[I 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 NO UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF PARKING THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 6E YON0 COLLECTOR ROADS. IL md 'HIS F0141 THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. l THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND -- SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 1L man 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 urrLlry 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 Google ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q' 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220, 720' 360' 240' SHEET E03E 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:TWINID_os9sGA_os LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE FALLS AVE E PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS i 46! k ARROW PANEL M. WORK TRUCK ® (FLASHING ARROW) [ SHADOW UNIFORMED ~ VEHICLE TRAFFIC OFFICER g SIGN 1111=1=3111111 PARAWEBBING '• �r , TWINID 0898GA 05 28"CHANNELIZIN FLAGGER i1R TWIN FALLS ID DEVICE ~� _ MATERIAL DESCRIPTION QTY ACTUAL NOTES: � i 2 0= Ob'3HV FOR LANE CLOSURES WHERE W< USE"L"VALUE FOR W=10'. ' + -rN�. 1��• O W FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR � ��7i � 2 � w mom H�,Q CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L AjIlljll _l IyJ =S�W/60,S-SPEED,W=WIDTH �. I v a 1—ox x PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION Q 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 SPEED$. •. 1 CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL r, . --�•� FIELD CONDITIONS,ETC... _ `_• : ALL DEVICES CONFORM TO CURRENT MUTCD. ��• _ __ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. - �� , ~ 1 ._�•��-� RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - - - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. _. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPMi' - 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 OFF= THE SAME ROAD. rj_ _ _ ;.+�� _ - _ _ A�y.� • MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. r , THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF -- - RESTRICTION TO THE FIRST SIGN. -__ _ -. �' r„ / •r� UTILITY THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ' - . fsa WORK �m '•/�. AHEAD THE C tt THE DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD w D Z C SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN ATHREE-SIGN SERIES '�C C 2 0 1 y •I• ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). = m O r WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •C _ RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL UTILITY INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. WORK - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE _ AHEAD OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA . • .e i '� FROM IMUTCD TABLE 6H-4. ' 40 M.P.H. OR LESS: L=WS2 /60 { !, • 40 M.PH. OR MORE: L=WS — ..it.; a L=TAPER L1=NGTH(FT) - W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT �n �mwnr«+em.cauo7oz7.Goop• ••• t . o - co 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED ontech.com o L %2 L 1 LANE SHIFT InfoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C 3 DISTANCE BETWEEN SIGNS (FEET) 02/03/23 INITIAL SUBMISSION 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE 03/31/23 REVI ACH 25 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C (D L =WS2 CL 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < _ ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 1 200' >-40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03F OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_05 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE E zJt 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 UNIFORMED ' VEHICLE TRAFFIC OFFICER �� ! g SIGN OD PARAWEBBING a ( . TWIN ID 0898GA OS r 28"CHANNELIZING FLAGGER • Q DEVICE TWIN FALLS,ID ~� . --- y MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Z .-• FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR Y b a , ■ 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. V WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE Ati O= 1 •_- ; CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ] Q 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 r CONSTRUCTION CAN BEGIN. L.AIIIIill 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 V FIs Ave FallsVvt': 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 mil • MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. * _ THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD S 1 , SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL x m D ` - UTJI-STY INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES o i •' _ WORK PRESENT IN THE EXISTING PEDESTRIAN FACILITY. AHEAD 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. •- UTILITY , _ TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. AHEAD r 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS Q L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT r GO, gle ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com o L j2 L j L L j L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03G OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 z 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE E z� i«� r 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 TWINID_0898GA_05 DEEVICEVICE ~E FLAGGER TWIN FALLS,ID 28"CH ZING � - I} � ..I + •' , ^I MATERIAL DESCRIPTION QTY ACTUAL NOTES: I r FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR • - - _ CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L '1 f}-, Y O =S' W/60,S=SPEED,W=WIDTH Q O W PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. ,� y Q Y O O ~ < WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 'W Q CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION •�7 a m s �" FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 'r` REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... - 4- ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE `` - •r • a CONSTRUCTION CAN BEGIN. "-' - _ �'• • Y'V w. �. 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 a ;...• 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. ,�'` - - • �` -1 —7— 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 _ UTILITY SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD •"•y r WORK SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES D C 1, AHEAD ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). _ -'~ r 4 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR n A - -.. _ i • RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 3 INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES C { --- - -` • PRESENT IN THE EXISTING PEDESTRIAN FACILITY. �' I CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE UTILITY OF THE MIDBLOCK CROSSWALK - WORK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. O Z O AHEAD J TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. y 40 M.P.H. OR LESS: L=WS2 /60 0 •', 40 M.PH. OR MORE: L=WS Q L=TAPER LIENGTH(FT) �. •k W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 10 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q' 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' -- -- 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 1 250' 167' 550' 1 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202, 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03H OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os LEGEND ADDRESS: ® DIG!-lne_ TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE FALLS AVE E •n, PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS ' ARROW PANEL ` WORK TRUCK ® (FLASHING ARROW) f �+n . SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING Q TWINID 0898GA OS 28'CHANNELIZIN FLAGGER Z o z = TWIN FALLS ID DEVICE ~� ' ` ,• ' Z w N = Q MATERIAL DESCRIPTION QTY ACTUAL i NOTES: .+. - M H 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 r PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ~ _ _ • If " CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION • • • FOR ALL SPEEDS. I CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ _ - - 'L P , +• _ - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. -- CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. r 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. I' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM + T 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 - r 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 •• J • COLLECTOR ROADS. THE A DIMENSION THE DISTANCE FROM THE TRANSITION OR POINT OF = _ rr- _ ` RESTRICTION TO THH E FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND fTi O r- M 0 -R SIGNS. (n rl - THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 'j, Q O D 0 SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES Z ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). f1T w WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RIGHT LANE • RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES CLOSED PRESENT IN THE EXISTING PEDESTRIAN FACILITY. -- AHEAD 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. 2 Cu n •� 1` TAPER LENGTHS CALCULATED BY FORMULA _u o zO '.�a FROM IMUTCD TABLE 6H-4. UTILITY z o z �` 40 M.P.H. OR LESS: L=WS2 /60 WORK ' • a 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) •ti►' --"" ti _ W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT �„r, r„� ,�,�„ • Y-. .._ ` _!', .�� J• , O co 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED tilsontech.com o L %2 L 1 LANE MERGE lnfoO/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C 3 DISTANCE BETWEEN SIGNS (FEET) 02/03/23 INITIAL SUBMISSION 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE 03/31/23 REVI ACH 25 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 1u L =WS2 CL 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < _ ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200, >-40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E031 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_05 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL LOCUST ST N z���«� 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 a�Hy ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMEDFm r VEHICLE TRAFFIC OFFICER lr g SIGN OD PARAWEBBING � T W I N I D_0898GA_OS 28"CHANNELIZING D ~V FLAGGER r+ • TWIN FALLS,ID EVICE _ MATERIAL DESCRIPTION QTY ACTUAL NOTES: �] FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 9hINdVd — I FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR ON CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' TRAFFIC FI=SPEED, L DEVICH 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. r RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM V 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 •`t'. 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. PARKING THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF nEYONn RESTRICTION TO THE FIRST SIGN. _ 1Hi•r:,,nl 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 om- ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). p w �3Q 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 V OF THE MIDBLOCK CROSSWALK r SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA Bel-Air Cir Bel-Air Cir Bel FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 tm 40 M.PH. OR MORE: L=WS ' L=TAPER LIENGTH(FT)W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE SHIFT infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03J OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 z 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL MADRONA ST N BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 of 800-342-1585 /L, DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS Julie Ln Julie Ln -Julie Ln Julie Ln Julie Ln WORK TRUCK ® ARROW PANEL (FLASHING ARROW) _ SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING 3ZI3HSS021D TWIN I D_0898GA_05 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: P 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 _ _ _ _ J, - - •�� FIELD CONDITIONS,ETC... - y ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. r T•1Y �: 6 CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE y• j,!f CONSTRUCTION CAN BEGIN. 1 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL (• BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ' 7 TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Q PLACE FOR CONTINUOUS DAYS. - Q IJ.1 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL N BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Q • 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 N •• p.,; UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF twolv'.� • THE SAME ROAD. - , MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - 10 COLLECTOR ROADS. r THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND _ SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - 7 SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _ ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - _ Cn WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES wM PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 414'�r• OF THE MIDBLOCK CROSSWALK • [, / "" 1 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. tJ TAPER LENGTHS CALCULATED BY FORMULA jd `',�.' SIDEWALK CLOSED FROM (MUTCD TABLE 6H-4. 1 •� cRos 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 Targhee . , Dr ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 z 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL MADRONA ST N -a;, BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL y 1 ' 1 1 , .. 1 __ 1 •• # (FLASHING ARROW) SHADOW UNIFORMED — VEHICLE TRAFFIC OFFICER f' aaaHssoaO SIGN 1111=1=31111111 PARAWEBBING 03SOl3)iltlM301S • '� � .� TWINID 0898GA OS 28"CHANNELIZIN DEVICE �■ FLAGGER kL 4w TWIN FALLS ID MATERIAL DESCRIPTION QTY ACTUAL FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ' FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR J'�",:'1• ,` - :�'. 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. 5•.1;�� f'• CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUALi - - FIELD CONDITIONS,ETC... 'A/• _ - -. ~ ALL DEVICES CONFORM TO CURRENT MUTCD. ` 1 CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. • , `, ? 4" , CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ CONSTRUCTION CAN BEGIN. W - •� '• �:! 1 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL � - W O 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 LIMTED TO WEEKDAYS,BETWEEN 8:30AM-M-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. 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 - y SIGNS. • 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). ( SIDEWALK CLOSED WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR +' CROSS HERE 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 1 1 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. • # •• 1 • 1 • 1 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� ;y L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 0 co 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SIDEWALK infoOtileontech.com o SPEED POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE E REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C 3 DISTANCE BETWEEN SIGNS (FEET) 02/03/23 INITIAL SUBMISSION 25 155' 104' 52' 35' 115' 57' 38' 125' 63' 42' ROAD TYPE 03/31/23 REVI ACH 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 1u L =WS2 CL CL 35 60 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < _ ~I 45 360' 450' 225' 150' 495' 248' 165 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 1 200' >-40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_0898GA_05 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL MADRONA ST N BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED _ \= OF TRAFFIC 0 WARNING SIGNS VT ARROW PANEL ) WORK TRUCK ® (FLASHING ARROW) f SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING „ , � •• � TWIN ID 0898GA OS 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� a 983Hssoao MATERIAL DESCRIPTION QTY ACTUAL NOTES: 03SO1�NlVM301S FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. L 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 _ t 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 Y CONSTRUCTION CAN BEGIN. Q w t ;W RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL p /• _BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM—3:OOPM N V TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN r. PLACE FOR CONTINUOUS DAYS. i RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM—3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. , CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF — THESAME ROAD. — MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. _ waft THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF rrf RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND •'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). �I WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR ♦ __ RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _ PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - W CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 4 TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L-WS2 /60 - 40 M.PH. OR MORE: L=WS ' L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165, 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET 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:TWINID_0898GA_05 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE E z���«• 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 t WORK TRUCK ® ARROW PANEL(FLASHING ARROW) 1 SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICE A g SIGN OD PARAWEBBING 4r TWINID_0898GA_05 28"CHANNELIZING FLAGGER JiLo TWIN FALLS,ID r 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 tn• _ . - _i c-.'_3. .K..-. �_L-Sv 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 Aar CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... • -r- � �" Ta 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. qr j RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN r ' PLACE FOR CONTINUOUS DAYS. Lk f RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL i � f•� BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN './'i ��:• .�' 1,f PLACE FOR CONTINUOUS DAYS. Q T '•�+�'►• • •, CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME f '• '• UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF N r • ' THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. A r0 ,•- m �+ THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF m 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 11' PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE r,,•. 7, OF THE MIDBLOCK CROSSWALK - r SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 0 TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. !� 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS zr Q L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] ACH X 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' 1 A B C L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' 60 URBAN (LOW SPEED): -- -- -- <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET 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:TWINID_0898GA_05 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE E z���«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS W ® ARROW PANEL WORK TRUCK a' (FLASHING ARROW) a. SHADOW UNIFORMED I `� '•• ,•-, VEHICLE TRAFFIC OFFICER f i SIGN OD PARAWEBBING 1 TWINID_0898GA_OS 28"CHANNELIZING FLAGGER _ DEVICE ~� , ��, « TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: � •-ti�� ... ' ,. 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:L ' =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. 1, `s •WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ► i'-• CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. ••• /M'• ,•�'.' - V CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 1� •? , 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 E CONSTRUCTION CAN BEGIN. zr , tom, 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 M. 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. O3SO1� (, w CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME Cl N f NltlM301S Y m w 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 G D V `I •-1 < COLLECTOR ROADS. Jc N w u THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF , ►''• _ H RESTRICTION TO THE FIRST SIGN. Vk THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ''�' r �• , SIGNS. 1, THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD N SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES , ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). f t , • I �, -- f WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR L>�• '�' :, _ �rrti RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL �.. !�r P 4 . k- _ .ti• - INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 2 PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ' CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE _'•, -'��_ ., ,�' _ OF THE MIDBLOCK CROSSWALK • ,• �c:•i• - SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. #w - s4 ' I i ti<� •"� M TAPER LENGTHS CALCULATED BY FORMULA v {! � � FROM IMUTCD TABLE 6H-4. Oik I 40 M.P.H. OR LESS: L=WS2 /60 d5 ell 40 M.PH. OR MORE: L=WS r L=TAPER LI=NGTH(FT) •�"1 ,r W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04D OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 z 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE E z���«� 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) 4j'�,.� Fm SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING S r 'f '•'�, TWINID_0898GA_OS 28 CDEVICEIZING �■ FLAGGER • .t! TWIN FALLS,ID `i MATERIAL DESCRIPTION QTY ACTUAL NOTES: —^•^^ FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •� FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - =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 � ►K� •t�+' 'a BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM m :t1-a'1�' ` TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _ PLACE FOR CONTINUOUS DAYS. A _ CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - y > �.•�i� �' 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 A O A COLLECTOR ROADS. m y m 1• 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. C THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD , SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES •i e ? ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). • �,�• -, a • _— 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. '.� •r' CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE y OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. •,.� '` ,,�1, TAPER LENGTHS CALCULATED BY FORMULA '• ,,' �,.' _T 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 'it 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q' 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NTS 55 L WS 495' 550' 275' 1 183' 605' 303' 202, 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04E OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TwINID_os9sGA_os LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE E z���«• 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 UNIFORMED VEHICLE TRAFFIC OFFICER �! � � �f!1 f'iL - • r. g SIGN OO PARAWEBBING � �,!• t ., IIW J. TWINID_0898GA_OS DEEVICEVICE 28"CH ZING FLAGGER i TWIN FALLS,ID ~� x 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 4 PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION , AND ACCESS RADII. r` 1 WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �\ ♦, +- "-"� FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES e __ _ �' •�• REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL f , le 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. Ave RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL :IsAvlep'E w Ti o7 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. pr 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 435O1J W THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r • J W ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). Y = WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �. m D - ` • a to • RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL Q r • INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES T� ,� • W U PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE C � OF THE MIDBLOCK CROSSWALKCn SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ,.,r• r•,iR + .I: TAPER LENGTHS CALCULATED BY FORMULA ��� �•'`� FROM IMUTCD TABLE 6H-4. +�• 40 M.P.H. OR LESS: L=WS2 /60 - . ~ 40 M.PH. OR MORE: L=WS } • _.� + s ' L=TAPER LIENGTH(FT) �� •_• W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT '• '�' 'i'-' - 0 ch N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 l' 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 Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q' 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o 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' 1 250' 167' 550' 1 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220, 720' 360' 240' SHEET 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:TWINID_os9sGA_os LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL LOCUST ST N z���«r 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 ti ` WORK TRUCK ® (FLASHING ARROW) - — -- --- -• SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER BITTERROOT OR g SIGN ==C=M PARAWEBBING _ TWIN ID 0898GA OS 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� ' 3M3H SS0M3 !'• • ' f MATERIAL DESCRIPTION QTY ACTUAL NOTES: O3SOl~lVM3OIS r� •' �. �•- FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR � �T ��� -•' _ - CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �_ �' ,!•�j =S' W/60,S=SPEED,W=WIDTH - PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION �t • 1• ' ti . AND ACCESS RADII. • WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - 7 f% .I • r CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION r,. , M' - •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. ,1• �. 0 CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE R•41K'4�~• (") + ,� V • , CONSTRUCTION CAN BEGIN. C) `.••� �i RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ` � _ �J �• BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �• TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - -1 - i'- PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Z y - - - BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM n(a �� •1 r TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN % r G .1► PLACE FOR CONTINUOUS DAYS. N C CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME m a UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF �/ r THE SAME ROAD. _ X MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND _ �'• A. COLLECTOR ROADS. 7 �' THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. -4 yy, THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �`�•r,• L SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - _ '♦h.t� �i WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR - RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ) • � INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE w OF THE MIDBLOCK CROSSWALK ��� a,• ' SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA , r' �" ,'IL p 0 FROM (MUTCD TABLE 6H-4. �` �' ' y ? ' 40 M.P.H. OR LESS: L=WS2 /60 i.r, °r l+ 1 40 M.PH. OR MORE: L=WS A •r L=TAPER LIENGTH FT �r W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT o - N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE z POSTED 10' OFFSET 1 l' OFFSET 12' OFFSET G POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE CH DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] A X 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- L =WS2 Q' 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE �' 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 1 183' 605' 303' 202, 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04G OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TWINID_os9sGA_os LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL LOCUST ST N &;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 WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING T W I N I D_0898GA_05 28"CHANNELIZING FLAGGER f �'� TWIN FALLS,ID DEVICE MATERIAL DESCRIPTION QTY ACTUAL NOTES: f • r'• r FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 1 •• ' •[��lL A ; CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L ,., r •�, =S' W/60,S=SPEED,W=WIDTH �.•� ' PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION (T AND ACCESS RADII. L r"' �' •r I WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. P_ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... - JI. 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 1 PLACE FOR CONTINUOUS DAYS. SIDEWALK CLOSED r 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 CROSS HERE - ` ►• PLACE FOR CONTINUOUS DAYS. I•� •, • CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME " UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ♦ . THE SAME ROAD. ..� MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND r� COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - FALLS AVE E RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES • PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ _ ,__ _ _ _ __ • _ CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. A TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. y:�a 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 o _ _ MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N BUFFER ZONE POSTED 10' OFFSET 1 1' 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 %2L % L L % L % L L Y2L '/3L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 02/03/23 INITIAL SUBMISSION -- 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 03/31/23 REV] ACH X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C ---- ---- ---- ° L -WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q 40 60 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100 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 E04H 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:TWINID_0898GA_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) )t»aM A. I END ROAD WORD TWINID 0898GA OS OYON TWIN FALLS,ID .. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL (optional) rflptiorral) HdW Twr XX ,' g OY3HY avow iNYI INO 50 to 10o ft (optional) + j Buffer space !optional) i I Buffer space (optional) We:Sea Tables 611-1-2 and 6H-3 50 to 100 M "'WILD for the meaning of the 15 ft symbols andror letter to (codes used in this figure. ONCDW14G A TRAFFK Q (optional)- . • CD (sae Section 38.16 TILSON o_ 8 (optional) On a Mission Z T: (207)591-6427 F: (207)772-3427 K } ONF IAME InfoOdsontech.00m p ROAD AHEAD REVISIONS (optional;, DATE DESCRIPTION INITIAL 3 e_ Il� 1 02/03/23 INITIAL SUBMISSION -- /�a6 avn T 7 t I '�/ 03/31/23 REVI ACH QN3 4. — QI icpUor.all - — ioptional) SCALE �I Q ROAD SIZE B SHEET: NTS 0 WURK SIZE D SHEET: NTS o AHEAD SHEET E05 OF E09 0 z 3 FILE NAME:TWINID_o898GA_05 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG Dig Line,Inc. Figure 6H-31. Lane Closures on a Street with Uneven 811 or 800-342-1585 Directional Volumes (TA-31) 0YJH4 TWINID 0898GA 05 TWIN FALLS,ID t7YOd T t t MATERIAL DESCRIPTION QTY ACTUAL T I L (oplionall - — ooa Butler sp�lc� (opUanah t 1)2 L ` N N 100 ft N f Temporary solid_ A white lens line Buffer space (o plional) QN 446�� N f1L o '5=speed in mph N CD N �. TILSON oOn a Mission ZO ` T: (207)591-6427 F: (207)772-3427 4S ftl- InfoOttleontech.com � A. � REVISIONS - DATE DESCRIPTION INITIAL EJ 02/03/23 INITIAL SUBMISSION -- Note See Tablas 6H-2 and I 03/31/23 REVI ACH 6H-31or the meaning Q of the syntibols anWor 1 t t i ROAD Q1 letter codes used in WORK --- ---- U this figure. - - ~' AHEAD SCALE o' Typical Appilcatlon 31 SIZE BSHEET: NTS Q SIZE D SHEET: NTS 00 00 SHEET E06 OF E09 0 z 3 FILE NAME:TWINID_o898GA_05 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 05 TWIN FALLS,ID tf MATERIAL DESCRIPTION QTY ACTUAL C B t xrn 'r or B T 1 T [�o - � INOIIt L Temporary white Buffer space alga Irn2 (optional) 1 1,,2 L MIN. Temporary ' 112LMIN < > ye11ow 1i11?S y AX '4 IMPH 1/2 L MIN. I,opbonal t Q o I;MI •� TILSON o � � On a Mission Z T- (207)591-6427 F- (207)772-3427 f— rn n InfoOtnsontech.00m REVISIONS DATE DESCRIPTION INITIAL ✓D1 02/03/23 INITIAL SUBMISSION -- K •�M1 03/31/23 REVI ACH CLOSLL Q Nola: Sea Tables 6H-2 and 614-3 aI for the meaNK of the U symbols and+or latter t t ROAD -- — ~I Codes used in this fl•gure, AHEAD SCALE �I o SIZE B SHEET: NTS I 0 Typical Application 32 SIZE DSHEET: NTS 00 SHEET E07 OF E09 0 z 3 FILE NAME:TWINID_o898GA_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 0898GA 05 TWIN FALLS,ID tf MATERIAL DESCRIPTION QTY ACTUAL C B t xrn 'r or B or 1 T [�o - � INOIIt L Temporary white Buffer space adga Irn2 (optional) 1 1,,2 L MIN. ; #+ /<,> Temporary ' 112LMIN < > ye11o1w 1i11?S yyy 1/2 4LMI i%. I,opbonal t Q o I;MI •� TILSON o � � On a Mission Z T- (207)591-6427 F- (207)772-3427 f— rn n InfoOtnsontech.00m REVISIONS DATE DESCRIPTION INITIAL ✓D1 02/03/23 INITIAL SUBMISSION -- K •�M1 03/31/23 REVI ACH CLOSLL Q Nola: Sea Tables 6H-2 and 614-3 aI for the meaNK of the U symbols and+or latter t t ROAD -- — ~I Codes used in this fl•gure, AHEAD SCALE �I o SIZE B SHEET: NTS I 0 Typical Application 32 SIZE DSHEET: NTS 00 SHEET E08 OF E09 0 z 3 FILE NAME:TWINID_o898GA_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 0898GA 05 t J O p� y TWIN FALLS,ID W y MATERIAL DESCRIPTION QTY ACTUAL � a onf i- .7K z �. 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 � n u v i SIDEWALK CLOSED i sgCNALK Gl4SLD AHEAD Q "K$$HERE �o - _o m N CD TILSON o Note: F{?r long-term stationary on a Mission work,the double yellow o center line anWor T- (207)591-6427 F- (207)772-3427 w lane Ines should b6 Irroocnao�l�n.�«� o removed between the REVISIONS ROAD crosswalk lines. DATE DESCRIPTION INITIAL 1VoRs 02/03/23 INITIAL SUBMISSION See 6H- and d 6H-3 _ ee Tales -- ANEAD 03/31/23 REV1 ACH X for the meaning of the < symbols ar*or letter Q codas used in this figure. - — I U ~' SCALE 01 Typical Application 29 SIZE BSHEET: NTS Q SIZE D SHEET: NTS 00 00 SHEET E09 OF E09 0 z 3 FILE NAME:TWINID_o898GA_o5