The URL can be used to link to this page

Home My WebLink AboutTWINID_0898EA_04_TCP_REV0 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898EA 04 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � ® DMLVW- Dig Line,Inc. STREET NAME ARTERIAL / COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN REFERENCE CITY OF TWIN FALLS AVE W MAJOR COLLECTOR FALLS, ID MANUAL OR THE TEMPLATES AT BACK OF TCP FOR WORK ON LOCAL STREETS. TWINID 0898EA 04 TWIN FALLS ID MATERIAL DESCRIPTION QTY ACTUAL PROPOSED CONDUIT MAJOR COLLECTOR ROADS nldgeway Dr 1 Crestview Or r all! Ave Vv I � I s I Ir Z TILSON Z On a Mission ' N T. (207) 591-6427 F. (207) 772-3427 C V O InfoOtileontech.com L REVISIONS DATE DESCRIPTION INITIAL 06/30/23 INITIAL SUBMISSION NV IIuj Robbins Ave '� I C • �.t �; I L SCALE SIZE B SHEET: NTS L _ _ _ _ _ _ _ _ I — _ _ _ _ _ _ J _ SIZE D SHEET: NTS SHEET E02 OF E09 FILE NAME:TDS TWINID 0898EA 04 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 ��; I ` �� • ARROW PANEL WORK TRUCK ® " r (FLASHING ARROW) �'i�S'1410 SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING • 28"CHANNELIZING TWINID_0898EA_04 DEVICE FLAGGER ' __ _ '� Q TWIN FALLS,ID Y AIr 1-' Q MATERIAL DESCRIPTION QTY ACTUAL NOTES: ` 1� _J O W 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 ~ 1 A PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION TT__ AND ACCESS RADII. •,, 1 ,�,� T WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ ''_� '"'~ ,�'• M R 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. 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 Is AveBE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. _ CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF • ` 2 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 r`' * h� •� - ',4 ~ �� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES GGG.. +r J T��-r• 1;.' •; - ' 1 «:,. ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). �—Le A,t�• L •• : 1 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ' ••� '. ; (' INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES , t \1 rr �• - - , PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 1� OF THE MIDBLOCK CROSSWALK _ 1 _ -� �v• SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. Q TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 r 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT ' s 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 SHOULDER 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) 06/30/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 1 330' 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' 1 385' 257' 1 840' 420' 280' 1 1 FILE NAME:TDS TWINID 0898EA 04 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 UNIFORMEDFm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898EA 04 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� • } V MATERIAL DESCRIPTION QTY ACTUAL NOTES: 7• � a �+ Y FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. F (l W • F Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR ,' _ �' "j O uj CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L /K , =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 _ - FORALLSPEEDS. - CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES .91 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ' ! - • _ y FIELD CONDITIONS,ETC... ALL DEVICES CONFORM CURRENT MUT '� • - , CONTRACTOR SHALL MAINTAIN TAIN 2-WAY TRAFFIC AT ALL TIMES. _ �4 CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ., CONSTRUCTION CAN BEGIN. , i ' i ��•V �- • _ 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 velW PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. - MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ab PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE I OF THE MIDBLOCK CROSSWALK f ' SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. m O r 40 M.P.H. OR LESS: L=WS2 /60 D -1 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT amp 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 SHOULDER 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) 06/30/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 1 147' 98' 320' 160' 107' <_35 MPH 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 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' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898EA 04 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 �f' K @in ®WORK TRUCK ARROW PANEL (FLASHING ARROW)Fm SHADOW UNIFORMED OV3Hbf �• VEHICLE TRAFFIC OFFICER NNOM g SIGN OD PARAWEBBING 6 TWINID 0898EA 04 28"CHANNELIZING DEVICE FLAGGER • i ~ TWIN FALLS,ID ~� • y } 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=10'OR 1 J LLJ 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 •7 _ 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 ! n ' • .rs ,� CONSTRUCTION CAN BEGIN. it x1. • !� 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 TRAFFIC C N WEEKDAYS,BETWEEN AND RE- VED E TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. f _ CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME 1•a�...�� —--•-_• - 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 �\ 1 SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - ••1��•"` _ _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR }F�l 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 vt 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 R1 O r114 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 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 SHOULDER 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) 06/30/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 1 330' 220' 720' 360' 240' SHEET E03B 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' 1 385' 257' 1 840' 420' 280' 1 1 FILE NAME:TDS TWINID 0898EA 04 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 • . ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER SIGN OD PARAWEBBING • ' � • TWINID 0898EA 04 28 CDEVICEIZING �■ FLAGGER TWIN FALLS,ID •'` 4+ � � O NOTES' w MATERIAL DESCRIPTION QTY ACTUAL 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 �_ t D Q CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L It r =S' W/60,S=SPEED,W=WIDTH • , PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. ♦ �* ` t A 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 KL rr� REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ^�. FIELD CONDITIONS,ETC... - - • �-_ ' _ " -� •"'� ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL s� BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. �- RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE 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. 1' „�'►� THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES •� ENCOUNTERED BY 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 r7 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. m 0 r T TAPER LENGTHS CALCULATED BY FORMULA •�, . 'r FROM IMUTCD TABLE 6H-4. �•:1i 40 M.P.H. OR LESS: L=WS2 /60 .. # �� • ~ - y *• 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) t� 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 SHOULDER 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) 06/30/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C 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' 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 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' 1 257 840' 420' 280' FILE NAME:TDS TWINID 0898EA 04 LEGEND ADDRESS: ® MUM TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 1p VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING - a TWINID_0898EA_04 28 CDEVICEIZING �■ FLAGGER - Qb3Hb •; O = TWIN FALLS,ID VvOr1�A s ►yr• _ +s MATERIAL DESCRIPTION QTY ACTUAL NOTES: , _ *�• MOM M FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. "' T� v v FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR Aina1/'�1 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND , AND ACCESS RADII. -WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - + T wa! • + FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES `-4-ma.•F-lot 0� -__ •' _ REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL quo FIELD CONDITIONS,ETC... Ir_ F. 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 - - • - (}(\r�r�'(�, 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 •v , 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. _ 4 f e. •� THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 1 ^ • 1�'•'r�n� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _ ' ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR UTILITY RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ' WORK ' PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE �"' �� , AHEAD • OF THE MIDBLOCK CROSSWALK - � r � �, SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. C TAPER LENGTHS CALCULATED BY FORMULA M �� FROM IMUTCD TABLE 6H-4. D ;a — �►� •• 1" � � 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 •'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 SHOULDER 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) 06/30/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C 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' 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 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 r 730' 700' 350' 233' 770' 385' 257 840' 420' 280' FILE NAME:TDS TWINID 0898EA 04 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 ARROW PANEL ` WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMED , '~Fm ' VEHICLE TRAFFIC OFFICER SIGN OD PARAWEBBING r 28"CHANNELIZING _ - TWINID_0898EA_04 DEVICE FLAGGER x 41 •. Y a TWIN FALLS,ID T,�•K �1 �� • J Q w MATERIAL DESCRIPTION QTY ACTUAL NOTES: y 1��., - FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 1 r� FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR Q 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. f} 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 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • a� �� FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. ��`, CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 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 PLACE FOR CONTINUOUS DAYS. ,' - •'1 1 - CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OFq 1, . THE SAME ROAD. .._ MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF _• - RESTRICTION TO THE FIRST SIGN. , THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD / SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL f _ 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 D C •s, r + • y i OF THE MIDBLOCK CROSSWALK - = C --I SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �, m O r- TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. t ti�#' 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 elm 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 SHOULDER 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' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 06/30/23 INITIAL SUBMISSION NV L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 305' 267' 1 133' 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' 220' 720' 360' 240' 1 SHEET E03E OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 1 F 730' 700' 1 350' 233' 770' 385' 257 840' 420' 280' 1 FILE NAME:TDS TWINID 0898EA 04 LEGEND ADDRESS: DiG�lnER TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE FALLS AVE W PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS p • ( � ''! WORK TRUCK ARROW PANEL ® (FLASHING ARROW) - �~ • _ SHADOW UNIFORMED ••'�mt , VEHICLE TRAFFIC OFFICER •' �` •i g SIGN Oa PARAWEBBING 411• r•, Y V 28"CHANNELIZIN 1 .• T - -- J ..� Ix Q TWINID 0898EA 04 DEVICE ~� FLAGGER ." - Qb3i'id �� = TWIN FALLS ID ANOMMATERIAL DESCRIPTION QTY ACTUAL NOTES: t l /'� w r I FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. J " Al l II1 � . 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 •` •__ =SC W/B TRAFFIC CONTROL WIDTH • .• - ��•,- ` - ~�•� PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION .. T AND ACCESS RADII. j tii_ . • , WHEN NECESSARY,SIGN IPACING MAY BE ADJUSTED TO FIT SITE - - _ _ �. �•y� _ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION •1AiA/�ptti .�� 1y.�y • 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 7.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 i PLACE FOR CONTINUOUS DAYS. 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 THE SAME ROAD. �- MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND I 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. a THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 4 I 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 UTILITY INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES j 1� PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ♦ _ CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE is WORK • '' now OF SHALL CROSSWALK C ' ' AHEAD , ` SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. r � ' TAPER LENGTHS CALCULATED BY FORMULA m O r FROM IMUTCD TABLE 6H-4. D ->' A. 40 M.P.H. OR LESS: L=WS2 /60 • 40 M.PH. OR MORE: L=WS j L=TAPER L1=NGTH(FT) ! • W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT ! 1 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 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' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 06/30/23 INITIAL SUBMISSION Nv L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 305' 267 1 133' 89' 293' 147' 98' 320' 160' 107' :5 35 MPH 45 360' 450' 1 225' 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 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:TDS TWINID 0898EA 04 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE W &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) + y ;^ • �� SHADOW UNIFORMED + ,' ��1•, , VEHICLE TRAFFIC OFFICER �• g SIGN OD PARAWEBBING • TWINID_0898EA_04 28"CHANNELIZING DEVICE FLAGGER TWIN FALLS,ID • i . 1i i' ) of > •' .A MATERIAL DESCRIPTION QTY ACTUAL NOTES: •✓ FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. N 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 + 1107 =S' W/60,S=SPEED,W=WIDTH ' X PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 0 C G - AND ACCESS RADII. (p r »_ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE N » CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION = 1 r FOR ALL SPEEDS. m f CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES r-0 0 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL M (A SIDEWALK FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CLOSED CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. 1 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ' - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. - _ ' ~� - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM \ , TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 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. Iw. •��-7ts-ir�zi�z��_� 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 _ 4 ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). • %_- Ir WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR + ,1 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL --- -"•3 , �'1•r - - �.,law 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 .0 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. `_ Y,- TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 11 40 M.PH. OR MORE: L=WS +. , L=TAPER LIENGTH(FT) r j 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 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) 06/30/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 1 147' 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 E04 OF E09 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257 1 840' 420' 280' 1 1 1 FILE NAME:TDS TWINID 0898EA 04 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 _ 10 WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING , TWINID 0898EA 04 28"CHANNELIZING FLAGGER DEVICE ~� 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 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L n 0 =S' W/60,S=SPEED,W=WIDTH O m PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _ AND ACCESS RADII. _ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE m D CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 3096 OF THE"A"DIMENSION SIDEWALK SIDEWALK FOR ALL SPEEDS. - CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES CLOSED 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. jam• _ - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ; iti"s •'t M s --qq CONSTRUCTION CAN BEGIN. �1 ~'" v h .i •, • y __ � 4 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1+ti• -i ' w TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL --� \_ _ \ • '• BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. _ CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _ THE SAME ROAD. - MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 1 '•l ` � I ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). •J -,� '�."� - ••��••-�� „ ` s._ _ WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR .0 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL , •+y-,�• * `T� /t'^•"'�"r" -.40.^�•- t 1.s��, ` INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES `��1' y, PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ' % t 4�'• CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 7. w _ • �� OF THE MIDBLOCK CROSSWALK ►+�� , fi •P , SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. . so TAPER LENGTHS CALCULATED BY FORMULA 6 R' " F• '•� ';� '� 'r • FROM IMUTCD TABLE 6H 4. �' L • '� f 40 M.P.H. OR LESS: L=WS2 /60 � ''^' � � r • 40 M.PH. OR MORE: L=WS =s._ 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 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE info•tilsontech.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) 06/30/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 1 147' 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' 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' 28' 1 1 1 FILE NAME:TDS TWINID 0898EA 04 LEGEND ADDRESS: ® MUM TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 ,, v W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) 1' SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898EA 04 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. W • • 0 W FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR • r` Q CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - - J W =S' W/60,S=SPEED,W=WIDTH O PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. SIDEWALK a J WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION CLOSED - Q O FOR ALL SPEEDS. W V CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ♦7 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 ` \ • A, ~ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM -ml 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 4000 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 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. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r ' r WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL .• i INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ) • •� OF THE MIDBLOCK CROSSWALK A SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. • • �• TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. s •• it 40 M.P.H. OR LESS: L=WS2 /60 4 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 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) 06/30/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C 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' 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B 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 FILE NAME:TDS TWINID 0898EA 04 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING - TWINID 0898EA 04 28"CHANNELIZING FLAGGER r , 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 _I 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 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. y�r CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE - _ 'LT : pw- 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. - feei•-s^_ 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 \ e 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. A • � a 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. I'� THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD (� Q3SO�J SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). 4 c WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 0 m m ylIVM3aIS � A RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL O D _ INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES (n r PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE i a '•� f ♦ '� OF THE MIDBLOCK CROSSWALK m 0 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. m r 1 vs w tir O ,, Y TAPER LENGTHS CALCULATED BY FORMULA ! . m m • FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 1 40 M.PH. OR MORE: L=WS , A.,� ' 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 l' 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) 06/30/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 1 147' 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' 220' 720' 360' 240' SHEET E04C 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' 28' 1 1 1 FILE NAME:TDS TWINID 0898EA 04 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FALLS AVE W &;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 s (FLASHING ARROW) • SHADOW UNIFORMED _ VEHICLE TRAFFIC OFFICER ' g SIGN OD PARAWEBBING TWINID 0898EA 04 28"CHANNELIZING FLAGGER T� 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 AL CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L jr ,� ►,� `r, =S' W/60,S=SPEED,W=WIDTH 11 PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ,. - 1 ♦ ` AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 0 dl 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 a CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 4w BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN - PLACE FOR CONTINUOUS DAYS. �• - '�` RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. +it�`� f� - •- 0 3411 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 ��f, • 0 SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES • �, — • W - S ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). . O � '• ' 1 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 00 J W ti >• RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL y V = INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES n l0 • y .� PRESENT IN THE EXISTING PEDESTRIAN FACILITY. r J (n CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE Q OF THE MIDBLOCK CROSSWALK (n G SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �•�, • �.� m WG O v 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► 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) 06/30/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 1 147' 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' 220' 720' 360' 240' SHEET E04D 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' 28' 1 1 1 FILE NAME:TDS TWINID 0898EA 04 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_0898EA_04 I OAD WORK QYON TWIN FALLS,ID .. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL (optional) rflptional) HdW Twr A A 'r B OY3HY avow iNYI INO 50 to 100 tt (OpbonM + j Buffer space !optional) i I Buffer space (optional) rle�n 50 to 100 ft We:Sea Tables 611-1-2 and 6H-3 for the meaning of the 15 ft symbols andror letter ro (codes used in this figure. ancowlNc 1A r�FFK (optional)- . • y (sae Section 38.16 8 (optional) , a a M T: (207) 591-6427 R (207) 772-3427 } 1f 041 1ANI info®tiisontech.com ROAD AHEAD REVISIONS (optional;, DATE DESCRIPTION INITIAL �1 I e, 06/30/23 INITIAL SUBMISSION NV 3Y!'1�M dYOb T 7♦ � '11/� ON3 46 ' {cpUor.all !optional) SCALE SIZE B SHEET: NTS ROAD WORK SIZE D SHEET: NTS AHEAD SHEET E05 OF E09 FILE NAME:TDS TWINID 0898EA 04 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG Dig Line,Inc. FIr.JUIP 6H-' 1 . L,rflo C lu,, iw, i:lo -1 811 or 800-342-1585 C11tI_ r:tllll11 1,rr_rlutrt�;, +, Ta1-:; I ;I 0YAH4 TWINID 0898EA 04 raOJ� t TWIN FALLS,ID C.I�Od Ir T t t MATERIAL DESCRIPTION QTY ACTUAL L � T (apuonafl But for space (optionah 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 N2 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 REVISIONS "^- _I DATE DESCRIPTION INITIAL C < 06/30/23 INITIAL SUBMISSION NV Note See Tables 611-1-2 and 611-1-31or the meaning t J6 of the syn bols aandlor - + 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:TDS TWINID 0898EA 04 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 0898EA 04 TWIN FALLS,ID <*11� I t f MATERIAL DESCRIPTION QTY ACTUAL C B t xfn '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 1!2 L MIN. I,opbonal. I;MI •�' TILSON On a Mission T- (207)591-6427 F- (207)772-3427 '_• _� I _' r InfoOtIsontech.com 0 r1 REVISIONS DATE DESCRIPTION INITIAL 06/30/23 INITIAL SUBMISSION NV CLOSLC Nola: Sea Tables 6H-2 and 614-3 for the meaNK of the pogo symbols and+or letter WORK Codes used in this fi-gure. w1L0 SCALE SIZE B SHEET: NTS Typical Application 32 SIZE DSHEET: NTS SHEET E07 OF E09 FILE NAME:TDS TWINID 0898EA o4 WORK ON PARKING LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a hAu Iti-Lane. 811 or 800-342-1585 High-Speed Highway (TA-32) TWINID 0898EA 04 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL C B t xLn 'r or B or � [BO - - ROAD'NOIIK L Temporary white Buffer space adga Irn2 (optional) 1,,2 L MIN. Temporary ' 112LMIN < > yellow lirl?S y AX IMPH 1/2 L MIN. I,Gpbonal. e111�'M ;IY':8 j I;MI •� TILSON On a Mission T- (207)591-6427 F- (207)772-3427 '_• _� I _' r InfoOtIsontech.com 0 r1 REVISIONS DATE DESCRIPTION INITIAL 11601 06/30/23 INITIAL SUBMISSION NV .011 CLOSLC Nola: Sea Tables 6H-2 and 614-3 for the meaNK of the t t pogo symbols and+or latter WORK Codes used in this fi-gure. AHEAD SCALE SIZE B SHEET: NTS Typical Application 32 SIZE DSHEET: NTS SHEET E08 OF E09 FILE NAME:TDS TWINID 0898EA 04 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 0898EA 04 t J 40 O C6 p9 y TWIN FALLS,ID W y MATERIAL DESCRIPTION QTY ACTUAL � a o � 5 a r UJ or n j T x =� o Temporary B marking for crosswalk linos (cross-hatching optional) _ C30 P 0 0 Q u x J 1M K y � n u A. v i SIDEWALK CLOSED i sgCNALK Gl4SLD � ---- AHEAD "K$$HERE N Note: For long-term stationary T I L S ON work,the double Yellow on a Mission tar me a or T: (207)591-6427 F: (207)772-3427O cel o lane Ines should b6 Irroocnao�l�n.�«� removed between the ROAD crosswalk lines. REVISIONS ROAD DATE DESCRIPTION INITIAL 1 VORK See Tables 6H-2 and 6H-3 06/30/23 INITIAL SUBMISSION NV for 1he meaning of the symbois and+or letter codas used in this figure. SCALE Typical Application 29 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET E09 OF E09 FILE NAME:TDS TWINID 0898EA 04