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Home My WebLink AboutTWINID_0898FA_02_CD_TCP_REV0 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898FA 02 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � Dig Line,Inc. STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN REFERENCE CITY OF TWIN BLUE LAKES BLVD PRINCIPLE ARTERIAL FALLS, ID MANUAL OR THE TEMPLATES AT BACK OF TCP FOR WORK ON LOCAL STREETS. FILLMORE ST COLLECTOR CHENEY DR COLLECTOR LOCUST ST COLLECTOR TWINID_0898FA_02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL rni I Fe-TOR ROADS PRINCIPLE ARTERIAL ROADS PROPOSED CONDUIT - - - -� . r ii • jw it - z IT I *�lii e n ey , L - - - - - 1 - h L _ z A: I TIL50IN 0 Lawndale Dr Ri co .v - - T. (207) 591-6427 F: (207) 772-3427 N r info6ltilsontech.com ' ! I u I REVISIONS z DATE DESCRIPTION INITIAL ` I 05/05/23 INITIAL SUBMISSION NV I = I SCALE C NI If _ I SIZE B SHEET: NTS CDI �4�IJil1_� I N SIZE D SHEET: NTS o, SHEET E02 OF E09 o ly I 3 L _ FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST 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 u WORK TRUCK ARROW PANEL ® IFLASHINGARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898FA 02 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ t REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL JV�'Itlfl 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 �Sy PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLirj 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 y ti. 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). y �' WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 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 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. f 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 nr+Ean MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE SHIFT infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L —w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ 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 N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >40 MPH SIZE B SHEET: NTS LLI 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240 SHEET E03 OF E09 N 65 645' 650' 325' 217' 715' 358' 238'__k780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL ,n, BARRICADE WARNING DEVICE CHENEY DR PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED - \= OF TRAFFIC WARNING SIGNS 4 WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMED ' I VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING ab3HV 28"CHANNELIZIN �bOM , TWINID 0898FA 02 DEVICE �■ FLAGGER , A11lun _ TWIN FALLS ID '' ► } MATERIAL DESCRIPTION QTY ACTUAL NOTES: ..r � Y FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - Y .�„= J O W FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR ) �: x: CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH �L. . d n Q PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. - 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 - \ 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. lift 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. - yam•_ - 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. 5 _ MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. r .- - e.- ., �,'>w�..��;, •. r_,_�. ✓ . UTILITY THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - WORK RESTRTHE BICTIONDIMEN TO THE FIRST SIGN.ION IS THE DISTANCE BETWEEN THE FIRST AND SECOND I +�• ?,\ AHEAD •- SIGNS. D 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 m 0 ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ' 0 ;3 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 1 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL `' w ��'•,� INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES , PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MI DBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. w � TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. ' 40 M.P.H. OR LESS: L=WS2 /60 ' 40 M.PH. OR MORE: L=WS L=TAPER LF-NGTH(FT) • ,� W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427 04 POSTED SPEED SPEED FOR LANE SHIFT infoOtilsontech.com N POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE LO p SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS Q DATE DESCRIPTION INITIAL 0 DISTANCE BETWEEN SIGNS (FEET) 05/05/23 INITIALSUBMISSION NV 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L —W6� 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 CL <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 CI 50 425' 500' 250' 167' 550' 1 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS Q 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 00 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730, 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE CHENEY DR 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 ` ® L6 �! (FLASHING ARROW) r [] SHADOW UNIFORMED j101 VEHICLE TRAFFIC OFFICER n F" I= Q ` - SIGN oa PARAWEBBING � � • _J 0 W TWINID 0898FA 02 28"CHANNELIZIN ~ FLAGGER TWIN FALLS ID DEVICE � ��_ �� .�. � t � MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR _ CALCULATE"C'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - -� =SC W/60,S=SPEED,W=WIDTH . PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION E 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 •� ..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 A BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM • _�� TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 1- PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND . COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. AL M TAPER LENGTHS CALCULATED BY FORMULA o FROM IMUTCD TABLE 6H-4. = O r r~ ! 'II 40 M.P.H. OR LESS: L=WS2 /60 � ' i ' 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427 04 POSTED SPEED SPEED FOR LANE SHIFT infoOtilsontech.com N POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE LO p SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS Q DATE DESCRIPTION INITIAL 0 DISTANCE BETWEEN SIGNS (FEET) 05/05/23 INITIALSUBMISSION NV 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L —W6� 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 CL <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 CI 50 425' 500' 250' 167' 550' 1 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS Q 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 00 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 3 70 730, 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� 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 Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING Q TWINID_0898FA_02 28"CHANNELIZING W DEVICE �■ FLAGGER Q 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 . =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. J' l, 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. Clheinel RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL , , , ,i iir.i , .��.: ' upey BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPMCheney 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 A Is 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 _ THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF OAS _ 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 C ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RI r 1 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL D INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES , PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MI DBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA ~ FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 I 40 M.PH. OR MORE: L=WS F' L=TAPER LIENGTH(FT) F W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT de MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE SHIFT infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 45 360' 450' 1 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE NI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 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 N 65 645' 650' 325' 217' 1 715' 358' 1 238' 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:TDS_TWINID_0898FA_02 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE CHENEY DR 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 =parr,,•+ ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING TWINID 0898FA 02 28"CHANNELIZIN _ � DEVICE �■ FLAGGER �ti H Q TWIN FALLS ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L *` • � ! -�"� ,• ,�~ =S�W/60,S-SPEED,W=WIDTH Y 't olk 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 ,t 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 III UAmEAl DAIF Cheney Dr Cheney Dr Chene) 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 n�a PLACE FOR CONTINUOUS DAYS. l RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 7` 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 . am THE SAME ROAD. MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND -- COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL •- 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 UTILITY ■ OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. AHEAD �///1t11 ' TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. , 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET T. (207) 591-6427 F. (207) 772-3427 04 POSTED SPEED SPEED FOR LANE SHIFT infoOtilsontech.com N POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L V L NOT DRAWN TO SCALE LO p SUGGESTED ADVANCE WARNING SIGN PLACEMENT REVISIONS Q DATE DESCRIPTION INITIAL 0 DISTANCE BETWEEN SIGNS (FEET) 05/05/23 INITIALSUBMISSION NV 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -W6� 250' 204' 102' 68' 225' 112' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 CL <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 CI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NITS Q 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 00 60 570' 600, 300, 200' 660' 330, 220' 720' 360' 240' SHEET E03D OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_O898FA_O2 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER Fi Y Q g SIGN OD PARAWEBBING J Q = TWINID_0898FA_02 28"CHANNELIZING FLAGGER ~ Q TWIN FALLS,ID 44 DEVICE ~� - MATERIAL DESCRIPTION QTY ACTUAL NOTES: q;b 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 EM 00 1 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. r CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES lb -- joaw 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 ' Cheney ,r Cheney Dr eney Dr Cheney , BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM heney TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. 24LAL7 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 0 • ,� 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 0. . ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL � � �•.. INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES T PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK D N 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) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT f AN MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN Q POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE SHIFT infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L —w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ 40 305' 267' 133' 1 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 NI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09 N 65 645' 1 650' 1 325' 1 217' 1 715' 1 358' 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:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� 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 ® O (FLASHING ARROW) SHADOW UNIFORMEDFm 4r Q VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING 3L b "f TWINID_0898FA_02 28"CHANNELIZING �■ FLAGGER !;� TWIN FALLS,ID DEVICE i �1 MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10', 45 VALUE FOR W=10'OR "L"CALCULATE USING FORMULA,FOR SPEEDSS,_45:L=W5,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. 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 ijp 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 i BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM i TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Cheney Dr Cheney Dr 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. Im THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD / SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES /[7/ No— ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). `Jl] "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 OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA = FROM IMUTCD TABLE 6H-4. D 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) � W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN Q POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE SHIFT infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <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 N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 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 N 65 1 645 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 1 730, 700' 350' 233' 1 770' 385' 257 1 840' 420' 280' 1 1 1 1 FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL f •+ ® (FLASHING ARROW) SHADOW UNIFORMED 5 W VEHICLE TRAFFIC OFFICER ? Q g SIGN OD PARAWEBBING TWINID 0898FA 02 28"CHANNELIZING f TWIN FALLS,ID FLAGGER 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 E =S' W/60,S=SPEED,W=WIDTH f PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION r AND ACCESS RADII. ! - - - WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ d FOR ALL SPEEDS !- - \\ 1_.y_ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES5 - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL .•. V FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. +•- '= 9 �• 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. 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. V THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. , f 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). f 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 i OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. r - TAPER LENGTHS CALCULATED BY FORMULA = ,� FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 yD x 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) `; W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT f MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE SHIFT infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION Nv 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <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 N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 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 E03G OF E09 01 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 1 840' 420' 289 1 1 1 1 FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® D_ O_ un_�_R_ TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD 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 0898FA 02 28"CHANNELIZING FLAGGER ( TWIN FALLS,ID DEVICE �■ s t 'w y MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ' 1• 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 F 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 y REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... 1 ALL DEVICES CONFORM TO CURRENT MUTCD. .J 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 �I 1 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. -- U 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 �y�( RESTRICTION TO THE FIRST SIGN. ,�iJt 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). 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 far 192 OF THE MIDBLOCK CROSSWALK Rl I r 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 ^+ UralrY 40 M.PH. OR MORE: L=WS ~� HEAD 06 WORK L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET N T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE MERGE infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 0 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L —w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 1 200' >40 MPH SIZE B SHEET: NTS LLl 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240 SHEET E03H OF E09 0 65 645' 650' 325 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 1 233' 770' 385' 1 257' 840' 420' 280' 1 1 1 FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD EM PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED I ,y \= OF TRAFFIC 0 WARNING SIGNS , ►• WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMEDFm 1 VEHICLE TRAFFIC OFFICER I �+ g SIGN OD PARAWEBBING TWINID 0898FA 02 28"CHANNELIZING FLAGGER aOMam TWIN FALLS,ID DEVICE ~� Alllflfl MATERIAL DESCRIPTION QTY ACTUAL NOTES: ID 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 rn AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE UV3Htl CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ❑3501� FOR ALL SPEEDS. 3Ntll 1HDltl CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... V 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 al 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. (v1 CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME I UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 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 4} RESTRICTION TO THE FIRST SIGN. F� THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND I1' SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). . WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. • TAPER LENGTHS CALCULATED BY FORMULA =� FROM IMUTCD TABLE 6H-4. _ uTrun 40 M.P.H. OR LESS: L=WS2 /60 m ,sulK 40 M.PH. OR MORE: L=WS CL L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE MERGE infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION Nv 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <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 N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 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 01 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 1 840' 420' 289 1 1 1 1 FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD EM PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) V!, SHADOW UNIFORMEDFm • VEHICLE TRAFFIC OFFICER .9. ❑NOM SIGN OD PARAWEBBING � >♦aonn , �'�. A>nlln TWINID_0898FA_02 28"CHANNELIZING DEVICE �■ FLAGGER TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: e 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 V3Hv _ =S' W/60,S=SPEED,W=WIDTH O3SOID PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION Htll J.Hf)IH 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 ��F BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM I J TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN I PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 1 THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF 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 SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR - RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. UTILITY WORK 40 M.P.H. OR LESS: L=WS2 /60 "' AHEAD 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) + W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE MERGE infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NInALSUBMISSION NV 30 200' 150' 75' 1 50' 165' 83' 1 55' 180' 90, 60' A B C 35 L —w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ 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 NI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03J OF E09 NI 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® D_ siG_ un_�_R_ TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS ar3HY 1. ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMEDFm T 1 VEHICLE It TRAFFIC OFFICER g SIGN OD PARAWEBBING � TWINID 0898FA 02 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 rn CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:LCL =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... goo C, 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 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 w BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN i• K G PLACE FOR CONTINUOUS DAYS. •1 J i CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND t COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD l ' 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 N College. PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK ale SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. � R1GHi LANE CLOSED TAPER LENGTHS CALCULATED BY FORMULA • AHEaD 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) n A woRrc W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT , / r AHEAp MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET N T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE MERGE infoOtilsontech.com POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 0 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION Nv 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -W6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LL 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03K OF E09 0 65 645' 650' 325' 217' 715' 358' 238 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD EM PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED 0- \= OF TRAFFIC 0 WARNING SIGNS w WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID_0898FA_02 28"CHANNELIZING � DEVICE �■ FLAGGER '. ' `J * TWIN FALLS,ID v 1 MATERIAL DESCRIPTION QTY ACTUAL NOTES FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 1 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 f PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME ' UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF RKi1[i THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND GLOM COLLECTOR ROADS. t 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 =-y 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 .J� OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. --i. ' •yl - F7 UTILITY TAPER LENGTHS CALCULATED BY FORMULA "E' AHDEAD 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) y �) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE MERGE infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV_ 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L —w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ 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 N 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720, 360' 240 SHEET E03L OF E09 N 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:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID_0898FA_02 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 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. 22 -j WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. Y CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 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. Y� RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL -Al `• a1�, BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM r. TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL / BE 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 Cl •UNTIL WORK WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF C THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ,r, RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND )t SIGNS. FT 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' rD ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR _ RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK ��•� ,�' SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 IIy ► 40 M.PH. OR MORE: L=WS r.J I L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE MERGE infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <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 N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 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 E03M OF E09 N 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' 779 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICERNaom av3F1v g SIGN 00 PARAWEBBING irlu .tinll,n 02 28"CHANNELIZING �■ �, T TWIN FALL ,ID 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 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... JrJI 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. 4L I 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 1; 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 «�•�F �i UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF # ��•' THE SAME ROAD. t MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. ' >x p , - - j� THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ��'��ri - � � F,�oW3= RESTRICTION TO THE FIRST SIGN. ` t/' ��• 7 Q THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - SIGNS. d THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD - a - « 1 RIGHT LANE SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ( � CLOSED ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). "'- �' t\ ~ 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 �r PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •- OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA �' UTIL11 FROM IMUTCD TABLE 6H-4. - r�, WORK AHEAD 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS j F• i� ' L=TAPER LIENGTH(FT) I W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE MERGE infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV_ 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L —w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ 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 N 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240 SHEET E03N OF E09 N 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:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® D_ siG_ un_�_R_ TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD 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) r SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER �1 g SIGN OD PARAWEBBING ♦ TWINID_0898FA_02 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 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH OV3HV PLACE m8om TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION >I LIOM - AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE lan CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30°6 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. ,u 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 .k. TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 1 ♦v. _�i, BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM a TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. _ CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. p■ MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - a 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). ■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 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. RIGHT LANE CLOSED TAPER LENGTHS CALCULATED BY FORMULA HLAD FROM IMUTCD TABLE 6H-4. _ 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS uriUTY WOR L=TAPER LIENGTH(FT) AHEADK W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET N T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE MERGE infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 0 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L —w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 1 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 1 200' >40 MPH SIZE B SHEET: NTS LLl 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 E030 OF E09 0 65 645' 650' 325 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 1 233' 770' 385' 1 257' 840' 420' 280' 1 1 1 FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL LOCUST ST 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) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING �11' Ay y TWINID 0898FA 02 28"CHANNELIZING FLAGGER 3H TWIN FALLS,ID N DEVICE ~� . L.5 Alllllfl ..� 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. _ i WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ' FOR ALL SPEEDS. F. •• - CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ��;`•;T+ + �� ' REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... •�=R�. ALL DEVICES CONFORM TO CURRENT MUTCD. -- �• CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CL CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE •• CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ,�,y, ' }• BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM r 7R • . TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL t ;�•' BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM t ' 1 l 1p TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 Y PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 4 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 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 L- .- 40 M.PH. OR MORE: L=WS UTILITY WORK ' L=TAPER LIENGTH(FT) AHEAD W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR LANE SHIFT infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION Nv 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <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 N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 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 E03P OF E09 01 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 1 840' 420' 289 1 1 1 1 FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILLMORE ST 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 WORK TRUCK ARROW PANEL •�`r 1 ® (FLASHING ARROW) •f SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER •. 19« SIGN OD PARAWEBBING TWINID 0898FA 02 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ,1 FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH r • 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 y 1 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - FIELD CONDITIONS,ETC... �. 1 ALL DEVICES CONFORM TO CURRENT MUTCD. y CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ` CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 3113H SS0213 BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Q3$Ol'J HlVM3Q1S 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. ,, THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES •a'• _ ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). �- WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK _ •- SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 ` 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE ' '10 OFFSET 1 l OFFSET 12' OFFSET N T: (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV_ 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L —w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ 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 N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >40 MPH SIZE B SHEET: NTS LLI 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04 OF E09 N 65 1 645 650' 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:TDS_TWINID_0898FA_02 LEGEND ADDRESS: DIG Ilne- TYPE II SIGN W/HIGH LEVEL FILLMORE ST -&VI 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) 0Fv m SHADOW UNIFORMED m D VEHICLE TRAFFIC OFFICER g SIGN O®PARAWEBBING TWINID 0898FA 02 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 db ••• • =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. ! RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN C PLACE FOR CONTINUOUS DAYS. a 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 we SIGNS. p THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD yW SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES O W C ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). V W m J N WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR G H RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL F U INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES p PRESENT IN THE EXISTING PEDESTRIAN FACILITY. W CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA ' FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) -.',. • W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L % L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 05/05/23 NinALSUBMISSION Nv 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 3' 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 CL 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 Nl 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' ?40 MPH SIZE B SHEET: NTS LL' 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 1 730' 700' 350' 1 233' 770' 385' 257' 1 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898FA_o2 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR �•1.•�w•.b PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED , \= OF TRAFFIC WARNING SIGNS @iu ®WORK TRUCK ARROW PANEL (FLASHING ARROW) R SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER y g SIGN OD PARAWEBBING �� TWINID_0898FA_02 28"CHANNELIZING DEVICE ~� FLAGGER (' �c •' TWIN FALLS,ID t w• MATERIAL DESCRIPTION QTY ACTUAL NOTES: �� ^ r , • b� �• 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 OV ' •�- " PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION SIDEWALK -- AND ACCESS RADII. • i �� d• WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CLOSED CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - y FOR ALL SPEEDS. - CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES i REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL A •.• A FIELD CONDITIONS,ETC... • 1 • ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ - CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL \ \ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. - - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME , UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF , THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 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). _ l •• :. � WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR f, V, RELOCATED,TEMPORARY FACILITIES SHALL DETECTABLE AND SHALL - • y. �" • i 0 INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ! PRESENT IN THE EXISTING PEDESTRIAN FACILITY. t CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 1 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) -� W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET N T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 0 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L —w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE u1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLl 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 E04B OF E09 o1 65 645' 650' 325' 217' 715' 358' 1 238' 780' 390' 1 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 1 F 730, 700' 350' 233' 1 770' 385' 1 257' 840' 420' 1 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��r«� 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 •, g SIGN OD PARAWEBBING r >, ~ TWINID 0898FA 02 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 _ CALCULATE S L=SPEED,FORMULA, FOR SPEEDS>_45:L=WS,SPEEDS<45:L PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION i7�f�0C.7�D AND ACCESS RADII. - j WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �+ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 7� CONSTRUCTION CAN BEGIN. -� RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL SIDEWALK BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM CLOSED 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 -'w � i TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. • ' _ - J CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF bib— THE SAME ROAD. r� MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF , 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 loop SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - _ TAPER LENGTHS CALCULATED BY FORMULA FROM (MUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS • •L ' L=TAPER LIENGTH(FT) 1 * Jr, W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05i23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -W6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH CI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LL 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 E04C OF E09 N1 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� 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 OFFICERi SIGN OD PARAWEBBING I �28"CHANNELIZING _ N TWINID_0898FA02 DEVICE FLAGGER , � TWIN FALLS,ID JLLJ V x MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. / Y ca FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR J U) ( M CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L a 0=S' W/60,S=SPEED,W=WIDTH + I 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 J �+ REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL -- - 4 FIELD CONDITIONS,ETC... , ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. .1 j04 ! CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE { CONSTRUCTION CAN BEGIN. T _r RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL \ f 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. �Gi - 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 -- - i u.I j' ^`-'"{"�TY7 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. i r •"�r 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 ^"•e SIGNS. ^ THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD ~ ♦ .� SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES \, ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 1 • + �. 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. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • rI OF THE MIDBLOCK CROSSWALK • SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - TAPER LENGTHS CALCULATED BY FORMULA ♦ '��` + `I FROM IMUTCD TABLE 6H-4. v t 40 M.P.H. OR LESS: L=WS2 /60 I 40 M.PH. OR MORE: L=WS •■ L=TAPER LI=NGTH(FT) ' W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT . •"`.� MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH CI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE NI 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04D OF E09 N1 65 645' 650' 325' 1 217' 1 715' 1 358' 1 238' 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:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR �.l..�w�.~ 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 UNIFORMEDFm i VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING ~' TWINID_0898FA_02 28"CH ZING FLAGGER TWIN FALLS,ID DEVICEEVICE ~V MATERIAL DESCRIPTION QTY ACTUAL NOTES: s 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 Cheney = r Cheney Dr Chen S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION - _ _ AND ACCESS RADII. K 1� WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. _j�p; -i - - - - - - • ' r 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. , \ womb 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 JA PLACE FOR CONTINUOUS DAYS. - II ■' 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 S(( 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. ' k �O �j MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. T N THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND N SIGNS. �Q THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD J 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. ' �• r TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) Ilk W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET N T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 0 0 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L —w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE u1 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLl 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04E OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED ,. \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING �•- .,. TWINID_0898FA_02 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 ' =S' W/60,S=SPEED,W=WIDTH 1 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 f ;r FIELD CONDITIONS,ETC... - ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ' CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 1 BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. , RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE L MTED TO WEEKDAYS,IF TRAFFIC CONNTROL MU T BE SE BETWEEN UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. y�1dM 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 THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ` RESTRICTION TO THE FIRST SIGN. o�1 , THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND • 43S`O'1 SIGNS. GIS THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD a3SO1^ � ` }I1d•�- �� - SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES )'I71dM341S ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). • Y WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR w 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 r 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 MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L Y2 L % L L % L % L L Y2 L Y3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -W6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH CI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LL 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 E04F OF E09 N1 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE CHENEY DR ��«� PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS 0 WORK TRUCK ® ARROW PANEL s0 (FLASHING ARROW) 4 SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICER ' p g SIGN OD PARAWEBBING y A 4 TWINID 0898FA 02 28"CHANNELIZING FLAGGER all..+�:lft TWIN FALLS,ID DEVICE ~� dillb MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. --FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR _ I ', CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ' - =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 •I REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ FIELD CONDITIONS,ETC... - L l ALL DEVICES CONFORM TO CURRENT MUTCD. `- _ _ i l- • -i',! j CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. 21 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 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. _ _ i , ..w�v��'rv\ �I" CONSTRUCTION AY 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 Q SIGNS. UJI THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES O w ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). W WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR X inn RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - Y U INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES J (n , PRESENT IN THE EXISTING PEDESTRIAN FACILITY. Q Q CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK Lu U �� 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) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <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 Nl 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 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 E04G OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED t \= OF TRAFFIC 0 WARNING SIGNS ` • j WORK TRUCK ARROW PANEL a �� ® IFLASHINGARROW) t_�. �!'• SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING a°w Lu _ 3 0 TWINID_0898FA_02 28"CH ZING �■ In f I DEVICEEVICE FLAGGER In �� TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR I CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ) =S' W/60,S=SPEED,W=WIDTH ;iij 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. 1 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 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 UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF 1 � Z 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). 'j WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •1 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES y�- PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE fiY OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. SIDEWALK CLOSED TAPER LENGTHS CALCULATED BY FORMULA cnos �;'�0 FROM IMUTCD TABLE 6H-4. 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 MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 1 83' 55' 180' 90, 60' A B C 35 L -w62 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH CI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >40 MPH SIZE B SHEET: NTS LLI 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 E04H OF E09 N 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730, 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL rn ® (FLASHING ARROW) Fm SHADOW UNIFORMED { VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898FA 02 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 3 •�� PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION �,��L •,r S AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �� I CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES f REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... 1 ALL DEVICES CONFORM TO CURRENT MUTCD. 1 CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. Y QW RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL W BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM G J T TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • y C7 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. , �~• a.—A7iM.,�� • 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). -•.++ _ i WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED ORa 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 zi FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS IlL L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH CI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 55 L WS 495' 550' 275' 183' 605' 303' 202' 660' 1 330. 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E041 OF E09 N1 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 N AME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD EM PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED _ \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING � TWINID 0898FA 02 28"CHANNELIZING DEVICE FLAGGER —' TWIN FALLS,ID ~� t 'w MATERIAL DESCRIPTION QTY ACTUAL NOTES: .� FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •+ i -�• FOR SHOULDER CLOSURES WHERE W< 10', 45 VALUE FOR W=10'OR LATE"L 1 CALCULATE USING FORMULA,FOR SPEEDS ,_45:L=W5,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH .) PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. 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 ,•J REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. '3 CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. yp'ap�f' CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 6 CONSTRUCTION CAN BEGIN. �0 Oi'Sa RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL y0 S BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3OOPM O� 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 li 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 ,h SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). u 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. N V *! . TAPER LENGTHS CALCULATED BY FORMULA V; FROM IMUTCD TABLE 6H-4. I 40 M.P.H. OR LESS: L=WS2 /60 � v_. 40 M.PH. OR MORE: L=WS i t i11i L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT all MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION Nv 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH Cul C 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 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 E04J OF E09 N 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 1 730' 700' 350' 233' 770' 385' 257 1 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL ' ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER CD g SIGN ==C=M PARAWEBBING ir C) Cheney Dr TWINID 0898FA 02 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: 3H3H SSO?JO 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 03SO10 AltlM3O15 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L _ =S' W/60,S=SPEED,W=WIDTH 1 PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE ou CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ) FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND S 4H COLLECTOR ROADS. C THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF m D 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. Volk z 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 w ' L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <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 Nl 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 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 E04K OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD EM PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ARROW PANEL WORK TRUCK ® (FLASHING ARROW) Fm SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER x g SIGN OD PARAWEBBING fib TWINID 0898FA 02 28"CHANNELIZING FLAGGER f ' TWIN FALLS,ID DEVICE ~� r t'L, MATERIAL DESCRIPTION QTY ACTUAL NOTES: ', •'� FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=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. r7 WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITES ' 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 w FIELD CONDITIONS,ETC... Y ALL DEVICES CONFORM TO CURRENT MUTCD. + \� // SIDEWALK CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. `i\ CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE S; CLOSED 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 t 1 1 PLACE FOR CONTINUOUS DAYS. %V.A RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �� I TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •• �, �-• PLACE FOR CONTINUOUS DAYS. 1 CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF • - N 1 THE SAME ROAD. - O m .� MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND y 1 , COLLECTOR ROADS. /// m T 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 1 SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE I ' OF THE MIDBLOCK CROSSWALK _ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA 1` r N ,- ,10 FROM IMUTCD TABLE 6H-4. m m ` 40 M.P.H. OR LESS: L=WS2 /60 x 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 1 55' 180' 90' 1 60' A B C 35 L -W6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH CI 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LL 55 L _ WS 495' 550' 1 275' 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 E04L OF E09 N1 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL BARRICADE WARNING DEVICE N 3000 E RD/ BLUE LAKES BLVD EM PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL - (FLASHING ARROW) SHADOW UNIFORMED CL Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898FA 02 28 C DEVICE(ZING �■ FLAGGER �• u TWIN FALLS,ID / MATERIAL DESCRIPTION QTY ACTUAL NOTES: Y/ 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 - rL 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 • } y�_r REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... P�KGI- ALL DEVICES CONFORM TO CURRENT MUTCD. p _/E CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. t S\ G`QOSSNEa 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. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THESAMEROAD. ,g_ . 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 r ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ee■l 1 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR J RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) ,. -• W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT a _ MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <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 Nl 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 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 E04M OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898FA_02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL LOCUST ST z��«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /L� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICER g SIGN ===PARAWEBBING " ' TWINID_0898FA_02 28"CHANNELIZING DEVICE 0--■ FLAGGER 3t13H SSOaO TWIN FALLS,ID -� 3gIS MATERIAL DESCRIPTION QTY ACTUAL 03SO10 NltlM 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 r, 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. •i `"`�' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL • ' -. BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM71 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 J.'._ BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM . C. T l ;i 4 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 •,•• ' fYL! 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 i f J �t F- - •l COLLECTOR ROADS. 'N THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF W 0 RESTRICTION TO THE FIRST SIGN. G V THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND y I SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR SIDEWALK CLOSED RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL --------lllll► INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES CROSS HERE PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS Q WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET T. (207) 591-6427 F: (207) 772-3427 POSTED SPEED SPEED FOR SIDEWALK CLOSURE infoOtilsontech.com POSTED SPEED L %2 L % L L % L % L L 12 L %3 L NOT DRAWN TO SCALE REVISIONS p SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL a 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 05/05/23 NinALSUBMISSION Nv 30 200' 150' 75' 50' 165' 1 83' 55' 180' 90, 60' A B C 35 L -w6� 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 100 100 100 a_ <40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH Cul C 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE N 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >40 MPH SIZE B SHEET: NTS LLI 55 L __ WS 495' 550' 1 275' 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 E04N OF E09 N1 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:TDS_TWINID_0898FA_02 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 )tbaM A. I END TWINID_0898FA_02 ROAD 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 ft (Optional) + 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 Q (sae Section 38.16 L50 �. 8 (optional) a M; N I T: (207) 591-6427 R (207) 772-3427 CD 1f info®tilsontech.com ONF 1ANI ROAD AHEAD REVISIONS z a (optional;, DATE DESCRIPTION INITIAL I e, 05/05/23 INITIAL SUBMISSION NV a 3Y 69 own T 7♦ 11/ m aN3 6 a ' icpuor.all QI ' ioptional) � SCALE NI SIZE B SHEET: NTS ROAD a WORK SIZE D SHEET: NTS 00 00 A.HEAD SHEET E05 OF E09 0 z 3 FILE NAME:TDS_TWINID_0898FA_02 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG Dig Line,Inc. FII.iUIN 6H-' 1 . Lino Clu,, iw, r:Ill -I 61l11(ll Ull1 -voll 811 or 800-342-1585 C11tI_'C:tII_Ill,l '�ri_rlulll�;', +, Tal-:� I ;I GYAH4 TWINID 0898FA 02 raOJ� t TWIN FALLS,ID t7 YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL L � T 004 (optional! _ — BL.fler sp�lc� (opUanah N X 1 U4 ft N Temporary solid_ white lane line Buffer space N to plional) N ,12 L Q 'S=speed in mph \ TILSON o On a Mission { T- (207)591-6427 F.- (207)772-3427 CDI InPoOdsontech.com 4S� +I <> REVISIONS z O DATE DESCRIPTION INITIAL O nn oNote See Tablas 6H-2 and C 05/05/23 NITIAL SUBMISSION NV 6H-31or the meaning i 1 3 of the syntib�ols anWor - i fi + ROAD a letter codes used in WORK IL this figure. - o AHEAD SCALE �I Typical Application 31. SIZE B SHEET: NTS a SIZE D SHEET: NTS CID � SHEET E06 OF E09 0 Z FILE NAME:TDS TWINID 0898FA 02 HALF-ROAD CLOSURE MULTI-LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585 Hlgh-Speed Highway (TA-32) TWINID 0898FA 02 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. e111�M ;IY:B �j I;MI •�' TILSON On a Mission ��•— T- (207)591-6427 F- (207)772-3427 o r InroOtIsontech.com Z REVISIONS O DATE DESCRIPTION INITIAL O 05/05/23 INITIAL SUBMISSION NV O �Mf CLC m 0111Nola: Sea Tables 6H-2 and 614-S 'x a for the meaNK of the pogo symbols and+or latter t twartft Codes used in this fi-gure. AHEAD SCALE 041 SIZE B SHEET: NTS 0 LL Typical Application 32 SIZE DSHEET: NTS CID co SHEET E07 OF E09 0 Z FILE NAME:TDS TWINID 0898FA 02 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_0898FA_02 TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL C B t xfn 'r or B or 46 _ ROIAD'NOIIK L Temporary white Buffer space adga Irn2 (optional) 1 1,,2 L MIN. Temporary L __ 112LMIN yellow lines 1/2 L WIN. (optional t I;MI T Q /J L50 �. P / T: (207) 591-6427 F: (207) 772-3427 o r info®tilsontech.com CD } 0 R Z REVISIONS Q DATE DESCRIPTION INITIAL O 1�(✓� 05/05/23 INITIAL SUBMISSION NV O �Mf CLOfLC m Nola: Sea Tables 6H-2 and 614-3 'x" a for the meaniN of the pogo symbols and+or latter WORK cods used in this fi-gure. AHEAD SCALE NI SIZE B SHEET: NTS 0 LL Typical Application 32 SIZE D SHEET: NTS 00 00 SHEET E08 OF E09 0 z 3 FILE NAME:TDS_TWINID_0898FA_02 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 0898FA 02 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 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 "K$$HERE < Note: For long-term stationary TILSON a o work,the double Yellow on a Mission N center line andlor T: (207)591-6427 F: (207)772-3427 o InfoOtIsontech.cOm lane Ines should M removed between the REVISIONS o ROAD crosswalk lines. O N(?RK DATE DESCRIPTION INITIAL ANEAD See Tables 6H-2 and 6H-3 OS/OS/23 INITIAL SUBMISSION NV ° for 1ho meaning of the symbols and+or letter codes used in this figure. ° o SCALE of Typical Application 29 SIZE BSHEET: NTS a SIZE D SHEET: NTS CID co SHEET E09 OF E09 0 Z FILE NAME:TDS TWINID 0898FA 02